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HomeMy WebLinkAbout1264 OAK AVE; ; CB133195; Structural CalculationsPATTERSON ENGINEERING, INC 4747 MISSION BL VD., SUITE 6 SAN DIEGO, CA 92109 TEL. 858.605.0937 FAX. 858.605.1414 E.info@pattersoneng.com PLAN CHECK CORRECTIONS RE.CE\\fEO fEB 19 10\':l CARLSBAD c\iY or-N-G o\V\S\ON eUILDI FOR HUTTON RESIDENCE 1264 OAK AVENUE CARLSBAD, CA, 92008 Prepared For GREYMAR ASSOCIATES October 24, 2014 Patterson Engineering Hutton Residence 10/24/2014 Plan Check Corrections 1. Plan Check Corrections 2. Shear Walls 3. Soils Report Page 2 of 73 Patterson Engineering Hutton Residence 10/24/2014 1. PLAN CHECK CORRECTIONS Page 3 of 73 Patterson Engineering Hutton Residence Plan Check Corrections 12. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. City Policy requires a soils report for this project. Please make sure the report information is reflected on Sheet S 1.0. R: The report information has been included in the note section "Foundation" on sheet S 1.0 13. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." R: Provided as requested. Please see note #8 on sheet S2.0 15. Please specify the slab underlayment on the foundation plans. I.e., 4" of sand with visqueen. R: Provided as requested. Please refer to note on the concrete slab specifying 4" sand with a vapor barrier in the middle on sheet s2.0 & s2.2 16. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 6" within the first 1 O'. Section R401.3. 10/30/2014 Page 4 of 73 Patterson Engineering Hutton Residence 10/30/2014 R: Provided as requested. Please see note #9 on sheet S2.0. 1 7. Please provide details & references on the lintel chart for Ll & L2, Sht. S2.1, etc. R: Provided as Requested. Please see note #2 under the lintel chart with references to lintel details 4, 6, 7 & 8 on Sl.3 18. Please provide details & references on the Column Chart (schedule) for Cl & C2, starting on Sheet S2.0. R: Provided as Requested. Please see note # 1 under the Pilaster Column Chart which references 3/S 1.3 for the typical pilaster detail. 19. Please provide details & references on the Wall Chart (schedule) for Wl & W2, starting on Sheet S2.0. R: Provided as Requested. Please see note #2 under the Lite Form Wall Chart which references 1, 2 &5/Sl.3 for the typical ICF wall details. 20. Please note the maximum span for the deck joists in the CD Chart, starting on Sheet S2. l. R: Provided as Requested. Please refer to the additional column for the maximum joist spans in the Concrete Deck Assemblies Chart. 21. Please justify no joist tie reinforcing on the CD Chart on Sheet S2. l. R: Please refer to previous Plan Check Calculations for CD-1 and Cd-2. These calculations show the shear capacity phi Vc/2 is greater than Vu therefore by 11.5.6.1 no minimum area of steel is required. Exceptions b of 11.5.6.1 rules out the joists as only needing to have phi V c < VU and not phiV c/2 > Vu as shown in the Enercalc Page 5 of 73 Patterson Engineering Hutton Residence 10/30/2014 calculation. These concrete joists do not need shear reinf. Yet shear reinf. Is provided for the last 2' of every joist section. 22. Where is detail 9/S3.l, as referenced on the CD Chart, Sheet S2.3? R: This reference was in error. It has been corrected to reference 6 & 7 on S 1.4 in the Plan Check Re-submittal drawings. 23. Clarify Beam Reinforcement, as noted on the CD Chart, Sheet S2.3. No beams here. R: I'm sorry but this comment does not make sense to me. There is reinforcement called out in this schedule in the plan check set that I have, see below. There are beams called out on plan sheet S2.3 WIDTH DEPTH I SU['l~T SYfi&~flT I 1-#7(T) CB-1 6' 12' 1-'#7(8) LEFT D 14@6"0.C. H7(T) OJ ca~ 12· 18' 5•7(Bf #4@6"0.C. UIINTOWAL 1-'118(T) OJ CB•3 6" 14' Mlll(Bf #4@6°0.C. 1-#&!T) D CB·~ , .. 1-ff(B) #441>6"0.C. 347(T) D ()8-5 18" 24" ~#T(B) #4®6"0.C. NOTE: SEE DETAIL41S3.4 FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. This schedule also referenced 4/S3 .4 for the typical concrete beam reinf. Elevation. I do not see any problem here. 24. Ordinary RC Shear Walls are not permitted in High Seismic Zones. ASCE 7-05, Table 12.2-1. MtDLE AIGHT D D 14@12"0C. 14@6"0.C. ill OJ #4@112'0.C "4@16"0.C. rn QJ 14@6"0.C. #<16' 6" O.C, D D 1114@ 12· o.c #4@6"0.C. D D #4@12"0.C. ~&·o.c. Page 6 of 73 REMARKS Patterson Engineering Hutton Residence 10/30/2014 R: Provided as Requested. Please see section "Shear Walls" in the Plan Check Correction Calculations. 25. Please revise the R, Qo & Cd for the correct lateral system on Sheet S 1.0. Also revise the calculations & structural details accordingly. R: Provided as Requested. Please see section "Shear Walls" in the Plan Check Correction Calculations see Sheet S 1.0 in the Plan Check Re-submittal Drawings. 26. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705. R: Provided as Requested. Please see section "Special Inspection Notes" and the table for the concrete special inspection on S 1.1 in the Plan Check Re-submittal drawings which lists materials and work requiring special inspection and whether are not it is continuous or periodic inspection. 27. Provide the following note on the plans: "The contractor responsible for the construction of the seismic- force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1709. R: Provided as Requested. Please see note #9 under the "Additional Special Inspection Notes" section on Sl.1 in the Plan Check Re-submittal Drawings. 28. The plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107.2) Page 7 of 73 Patterson Engineering Hutton Residence R: Provided as Requested. Please see section "Special Inspection Notes" and the table for the concrete special inspection on S 1.1 in the Plan Check Re-submittal drawings which lists materials and work requiring special inspection a) Concrete construction. Special inspections and verifications should be provided in accordance with Table 1704.4. R: Provided as Requested. Please table 1704.4 on Sheet S 1.1 of the Plan Check Re-submittal Drawings. b) Epoxy Anchors. Periodic special inspection should be provided for anchors installed in hardened concrete. Table 1704.4. R: Provided as Requested. Please See Task #4 in under table 1704.4 on Sheet S 1.1 of the Plan Check Re- submittal Drawings. c) Soils. Special inspection should be provided for placement of fill 12 inches or more deep in accordance with Section 1704.7. R: Provided as Requested. Please table 1704. 7 on Sheet S 1.1 of the Plan Check Re-submittal Drawings. 29. Collector design forces. Collector elements, splices and their connections to resisting elements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of Section 12.4.3.2 (Section 12.10.2.1) R: The worst case shear wall force and therefore drag force do to it also being the only shear wall in the considered independent line of resistance is P 1 in the single story residence. The entire length of the diaphragm is 26'. The unit shear along this line is 4.4k/26' = .169 klf. The worst case collector load is the portion of slab 10/30/2014 Page 8 of 73 Patterson Engineering Hutton Residence 13.75' before the wall. The collector force = 13.75 X .169 kif= 2.33 k. One #3 rebar in the slab assembly alone can take the tension force at an omega level force of 2.33k x 2.5 = 5.83k. The capacity of a #3 rebar = .9*60ksi*.1 lin2 = 5.94k > 5.83k. The concrete slab assembly section is more than capable of taking 5.83k in compression as braced. 30. SPECIAL CONCRETE SHEAR WALLS a) Reinforcement requirements for shear walls. The following requirements of ACI 31805 Section 21.7.2 should be met. i.) (Section 1910.1) Reinforcement spacing each way should not exceed 18 inches. (ACI 318-05, Section 21. 7.2.1) R: Provided as Requested. All walls have a maximum reinf. Spacing of 16" O.C. Refer to the Lite Form Wall Chart on the plans in the Plan Check Re-submittal Drawings. II.) When the design shear force, V,,, is less than or equal to the minimum reinforcement should be permitted to be in accordance with ACI 318-05 Section 14.3. Otherwise, the reinforcement ratio for shear walls should not be less than 0.0025 along the longitudinal and transverse axes. (ACI 318-05, Section 21.6.2.1) R: Provided as Requested. All walls have a minimum vertical and Horizontal reinforcement of #5 @ 16" O.C. This provide a reinf. Ratio of .00329 in a 6" thick wall which is greater than the minimum shear wall reinf. Ratio of.0025. iii.) At least two curtains of reinforcement should be used in a wall if the in-plane factored shear force assigned to the wall exceeds 2Acv*sqrt(f c )(ACI 318-05, Section 21.7.2.2) 10/30/2014 Page 9 of 73 Patterson Engineering Hutton Residence R: Please refer to section "Shear Walls" in the Plan Check Correction Calculations. None of the walls have shear forces that exceed the threshold value as indicated by calc markups. iv.) Continuous reinforcement in shear walls should be anchored or spliced in accordance with the provisions for reinforcement in tension as specified in ACI 318-05, Chapter 12. (ACI 318-05, Section 21.7.2.3) R: Provided as requested. All splices and developed reinf have been detailed and referenced to provide a Class B lap splice or Class A development length per schedule 1/Sl.5 that conforms to the tension requirements of ACI 318-05. b.) Shear strength of shear walls. The shear strength requirements for shear walls set forth in Section 21. 7.4 should be met. (ACI 318-05, Section 21.7.4 R: Provided as requested. Please see calculations in section "Shear Walls" of the Plan Check Correction Calculations. Etabs takes into account the maximum Vn value per 21. 7.4 in the analysis of the shear walls . c.) Design for flexural and axial loads. Structural walls and portions of such walls subject to combined flexural and axial loads should be designed in accordance with ACI 318-05 Section21.7.5. (ACI 318-05, Section21.7.5) R: Provided as requested. Please refer to section "Shear Walls" of the Plan Check Correction Calculations. All piers are analyzed for axial forces and biaxial bending. All walls are adequate d.) Requirement for shear wall boundary elements. The need for special boundary elements at the edges of structural walls should be evaluated in accordance with ACI 318-05, Section 21.7.6.2 or 1.7.6.3. The 10/30/2014 Page 10 of 73 Patterson Engineering Hutton Residence requirements of 21.7.6.4 and 21.7.6.5 also should be satisfied. (ACI 318-05, Section 21.7.6.1) R: Provided as requested. Please refer to section "Shear Walls" of the Plan Check Correction Calculations. All piers are analyzed for special boundary lengths per the referenced ACI sections. None of the shear walls require special boundary reinf based upon their "c" distance to the neutral axis and the code prescribe threshold of equation 21-8. e.) Discontinuous shear walls. Columns supporting discontinuous wall elements should be reinforced in accordance with ACI 318-05, Section 21.4.4.5. (ACI 318-05, Section 21.7.9) R: Section 21.4.4 applies to Special Concrete Moment Frames that do not exist in this project, only special reinforced concrete shear wall piers. Either way, the factored axial stress is less than Agf' cl 10. There is only one discontinuous wall located in the two story structure. The max axial force on the walls below is in Pier 19 and is 30.8 k @ an omega level force which is less than Agf'c/10 = 32.4 k. No tied column requirements of Section 21.4.4.5 are needed. We have provided a tied column at this location in Plan Check Re-submittal Drawings as a conservative measure although no ties are required. 10/30/2014 Page 11 of 73 Patterson Engineering Hutton Residence 10/24/2014 2. SHEAR WALLS Page 12 of 73 ii~ ..,~-H~II ru111_. ~1o1111111u1 y n..~11v1 1, ser-Specified Input Report Title Hutton Residence Tue October 21, 2014 01:23:07 UTC uilding Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.16409°N, 117 .33931 °W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III · 2mi ____ ....._ _ ___, 5000m · SGS-Provided Output S5 = 1.136 g S1 = 0.436 g SMS = 1.188 g SMl = 0.682 g S05 = 0.792 g S01 = 0.455 g ,r information on how the 55 and 51 values above have been calculated from probabilistic (risk-targeted) and iterministic ground motions in the direction of maximum horizontal response, please return to the application and :lect the "2009 NEHRP" building code reference document. -Ill -II U'l MCEa Response Spectrum 1.20 1.09 o.,, 0.94 0.72 0.60 0.411 0.3, 0.24 0.12 0. 00 +--t----+---+--+---l--+---+--1----+--l 0.00 0.20 0.40 0.60 O.BO 1.00 1.20 1.40 l.60 1.80 2.00 Period, T ( sec) -DI II U'l Design Response Spectrum 0.88 0.BO 0.72 0.64 0.56 0.49 0.40 0.32 0.24 0.16 0.011 0.00 ------------------! 0. 00 0. 20 CUO 0. 60 0. BO l. 00 l. 20 l. 40 u;o l. BO :.t 00 Period, T ( sec) :hough this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the curacy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Page 13 of 73 Architect Project: Static Seismic Base Shear Occupancy Category: Site Class: Ss= S1= Fa= Fv = R= I= Lat= Long= Sos= 2/3*FaSs = So, = 2/3*FvS1 = D 1.136 0.436 1.5 0.757 > 0.50g 0.436 > 0.20g 2 Story ASCE table 1-1 ASCE table 12.2-1 Special Rreinforced Concrete Shear Walls Importance factor, ASCE table11.5-1 From A (hard) to E (soft) Spectral acceleration for short periods Spectral acceleration for one-second period Site coefficient Table 11.4-1 Site coefficient Table 11.4-2 Seismic design category D Seismic design category D Seismic design category for this structure is: D Structure Type: hn = All other structural systems 21 ft Height of the building C1= x= Ta = Ct (hn}x = Cu= CuTa = T model= T= Seismic response coefficient: 0.02 0.75 0.20 sec 1.4 0.27 sec 0.27 sec 0.27 sec Cs= Sos/(R/1) = 0.151 Cs need not exceed followin~ Cs= So, /[(R/l)T] = 0.317 Cs shall not be taken less than Cs= 0~10 Eq. 12.8-7 Table 12.8-1 Upper limit of T Actual period from computer model Period used for base shear calculation Eq. 12.8-2 Eq. 12.8-3 Eq. 12.8-5 For structures located where~,? 0.6g, Cs shall not be taken less than Cs= 0.5S1 /(R/1) = NIA Eq. 12.8-6 Cs= 0.151 g V= CsW= 0.151 W Base shear Base Shear -2 story garage 10/24/20146:14 PM Job# Date: 10/24/2014 Engineer kfse 12 Page 14 of 73 I Appendix for IBC (Independent to main sheet 2 Story Vertical Distribution of Seismic Forces W= V= V= Fx = {V) Wxh/ I ?w,h;k T= k= Levelx ROOF 2nd 270.0 kips 0 i5i W 40.9 kips 0.30 sec 1.00 Ax (ft'} Wx (kips) 793 111 793 159 270 Diaphragm Shear Froces Levelx ROOF I 2nd I Wpx (k) ?w;(k) 341.0 I 111.0 I 159.0 I 270.0 I Fpx min= 0.2·Sos·I-Wpx Fpxmax= 0.4·Sos·l·Wpx Base Shear - 2 story garage For T < 0.5 sec hx (ft) Wxh/ (k-ft} Wxhxknw,h;k 21.00 2331 57.1% 11.00 1749 42.9% 4080 57% Fpx (k) Fpx min (k) Fpx max (k) 71.a I 51.7 I 103.3 24.1 I 24.1 I 48.2 (ASCE 7-05 Eqn. 12.10-1) 10/24/20146:14 PM Fx (kips) ?Fx{psf) Vx(kips} Vx(psf) 23.4 23.4 23.4 29.5 17.5 40.9 17.5 22.1 40.9 40.9 Fpx (k) Fpx (psf) 71.8 90.5 24.1 30.4 22 Page 15 of 73 Architect Project: Static Seismic Base Shear 2010 CBC IASCE/SEI 7-05) Occupancy Category: R= I= Lat= ~ 3~ Long= -118.54564 Site Class: D Ss= 1.136 S1= 0.436 Fa= 1 Fv = 1.5 Sos= 2/3*FaSs = 0.757 > 0.50g Sot = 2/3*FvS1 = 0.436 > 0.20g Single Story ASCE table 1-1 ASCE table 12.2-1 Importance factor, ASCE table11.5-1 From A (hard) to E (soft) Spectral acceleration for short periods Spectral acceleration for one-second period Site coefficient Table 11.4-1 Site coefficient Table 11.4-2 Seismic design category D Seismic design category D Seismic design category for this structure is: D Structure Type: hn = All other structural systems 14 ft Height of the building C1= x= Ta = Ct(hn)' = Cu= CuTa = T model= T= Seismic response coefficient: 0.02 0.75 0.14sec 1.4 0.20 sec 0.20 sec 0.20 sec Cs= Sos/(R/1) = 0.151 Cs need not exceed followin~ Cs = Sot /[(R/l)TJ = 0.430 Cs shall not be taken less than Cs= 0.010 Eq. 12.8-7 Table 12.8-1 Upper limit of T Actual period from computer model Period used for base shear calculation Eq. 12.8-2 Eq. 12.8-3 Eq. 12.8-5 For structures located where ~1? 0.6g, Cs shall not be taken less than Cs= 0.5S1 /(R/1) = N/A Eq. 12.8-6 Cs= 0.151 g V= CsW= 0.151 W Base shear Base Shear -Single Story House 10/24/20146:13 PM Job# Date: 10/24/2014 Engineer: kfse ,hear Walls 12 Page 16 of 73 Appendix for /BC (Independent to main sheet Vertical Distribution of Seismic Forces W= V= V= Fx = (V) Wxh/ I ?w,h;k T= k= Levelx ROOF 287.5 kips 0 i5i W 43.5 kips 0.30 sec 1 00 Ax (ff) Wx (kips) 1971 288 288 Diaphragm Shear Froces Single Story For T < 0.5 sec hx (ft) Wxh/ (k-ft) 14.00 4025 100.0% 4025 100% Levelx W X (k) ?w;(k) F x (k) F x min (k) Fpx max (k) ROOF 287.5 287.5 43.5 43.5 87.1 Fpx min= 0.2·Sos·l·Wpx Fpx max= 0.4·Sos·l·Wpx Base Shear -Single Story House (ASCE 7-05 Eqn. 12.10-1) 10/24/20146:13 PM Fx (kips) ?Fx (psf) Vx (kips) Vx (psf) 43.5 43.5 43.5 22.1 43.5 43.5 F X (k) 43.5 22 Page 17 of 73 ETABS MODEL PLAN WITH PIER LABELS + + + ,.. + ,.. +,.,+,.,+ + 1'10 + 1'10 + 1'10 + 1'10 + + + + + + + ;, ,.,. * "P' ,.,, t: ET ABS MODEL PLAN DIAPHRAGM CENTER OF MASS t P9 t I'S T }' l't.·* Pl,·*,.._*~*" .,.-..+-P,10 * !!10 * ,P.10 .cf: .P.10 i/; ............. . \ ! / ... + ~--./ ¥p12 "l'p12 *P12 +p12 + ··... .'* P1f'I" "11' ~--.... ···::c:::::::·.:::·.-..• ,,/·····/ //,/· n~::·::············/ ··.... .. . ··. ::::~~~~~:~~::'';?-~::;:ii;-,4 Page 18 of 73 ET ABS MODEL EQX DEFLECTION ... . .. -.......... ET ABS MODEL EQY DEFLECTION -........ _i .. -...... ,.- Page 21 of 73 10123J2014 1 Structure Data This chapter provides model gtilmetfy information. including items su,ch as story le'lffl. point eoordinatK, and element cortneetivty. 1.1 Story Data Table 1.1 -Say Data $11)1}'% 120 I ~· t t ';" 41 l, B;;u;e 0 0 NO 12 Grid Data Table 1.2 • Grid Systems G1 ' Ci'lrtfflan ~-,1~ CSytt Cartfflltl ~lilt 0 . ~t l:alflN!M ~i • 0 0 1.3 Point Coordinates Table U • Joint Coordihtes Dab ·:t*:' I No J ti~ I No 60 :tl.··--- :~J·l1:t~4 ... 1$. ' 1i'U66S. ;AH.48.39' 0 16 11 u 19 zo 21 22: 23 al. 27 H 29 • $1 JJ 33 .. 34 $5, H ct 273 41H j. :21U1'S t .. . .... i 30i 1156$ ,1.:18 • 3&a2:91& t~M11. 25lL416S t UU,1t~ 1Z'.l' 11!132' 1a7Aat5 . -:3---_.,. - User toads Auto Seismic Load Calculation This calculation presents the user defined tat.era! sessmic loads for load pattern EQX Lateral Forces l.i1trtr,1l l.o,1d w StorlH • Sf't 1 4:Ukjp $tory2 -+----------- Story1 - Ba,.e., , i , , ·1 , , OJJ ttO 12.018.0 24J)30.0 36.0 42.041l0 Fo«:e, kip stmy Elevation X-Dir Y-Dir ft kip kip Sto,y2 14 43.5 0 Sto,y1 '4 0 0 Base 0 0 0 User loads Auto Seismic Load Calculation Thi$ calculation ptesenhl the user defined lateral seismic loads for load pattern EQY. Lateral Forces l.lmaf bad «> Stom• · S•t 1 Story1 - BM•, t I I I I CLO 6.0 12.0 18.0 24JJ 30.0 36.0 42.0 4B.O FOflle, kip Story Elevation X-Dir Y-Dir ft kip kip Story2 14 0 43.5 Story1 4 0 0 Base 0 0 0 4.2.2 Applied Loads 4.2.2.1 Area loads 4.2.3 Load Cato 4.2.4 Load Combinations 4.2.5 Structure Results Table 4.4 -She,11 Loads • Uniform ·~4'~~:, Sto«y2 J F1 i 2 EO D Table 4.6-Load Combinations S'ffi1 mu st~~i STR5EQXPOS I Sf-POS.j ..... . ::::t STR5EOXNEG ! sntdGYN•G·J·· smCiEQYNEG I sm~•·I· :::::J :;::1 STR1EQXPOS. I s11tmxa.j. STR7EOXNEG I j ffl?IQY!lllq,l STR7EQYNEG 1 $'ffl71~~, 1 STR7EQYPOS ! I.Ne Odct· Liva l<it Oiad Uie EQ ..... I.Ml ·P· CNd .•\till EQY ····~ EQ £)Nd EQ ~ EQY --EQY No No.·· i~ . No 1.w f 1.lnt!ar.Add' filo 1 J,3 .. 1.37 1.. 13'1 r No I No Linear Add .·Ir No No l No .No. l . l fLIMwdf ; l No ~· 1 . t ·· i filo i Llru.ar Add .II No 1,·· f 1··No U ; I No I c:n f Uritar.Add'f filo .... U 1 1 No c,n.. 1 LIM• MiJ I ~ I l No t UfiutAdd I No l I No ~UMwMIJI No .· I 1,:3 , 1 No 6 Design Data G.1 Shear Wall Ouign Taibl• G.1 • stiearWiiil Pnl'ennc•s • AC:1318·11 ;,~, ,,, l ,va• ·· ,, +..; '" Rebar Material 1 A61SGr&0 ,...,IIUI".."" 1 Al1tG.'" 'E!tW p~~:=Dn; I····: .• •· fJN:~·~ 'f I.& , PMax faeklr I o.s •im,~~· f 2• #fn~lton~ I 11 Efledi.,pt..... t ltGf !o,e~PC-Max I 004 ·----->~? fM sec:;=u:.-M., lo:: 10l24120t4 ETA6S 2013131.4 ETABS 2013 Shear Wall Design ACt 318-11 Pier Design Pier Details Centroid Y (in• Length (in) Thickness tm• LLRF 0.65 Station ID Location Top Leg 1 7.H!65 35Q Material Properties Design Code Parameters IPi,.w; 07!! 004 Pier leg location, length and Thickness LeftX · leftY, RightX 2 in ln in 1127.1665 31Hl807 Thickness m Bottom Leg 1 1127.l(U.:15 317$1607 ~~---'~~-'-~~-'--~---'~~~..,__~~-'-~----ll-"-'-.l<JL.a.U-"2.. .. 0065per#5 Statiofl Requir~ Re-quired Location Re-bar Area (m't Reinf Ratio Top 2392 Bottom 1.2375 Shear Design Shear Combo P, M., kip kip..ft Sffi!iEQYPOS 17.:236 -36.7137 Sotto Sffi5EQYPOS 24 3 133.41Q7 t7.013 1i' 013 @ 8" o.c. on the plans Mia kip-ft Mll3 Plet Aa kip-ft ln1 <2*Acv*sqrt(f'c) =54.Sk •v~ •v~ kip kip 56.:26S 100.818 4e 051 90.60i Boundary Element Cheek Station 10 Edge Governing Pu M. Streu Comp Streu limit C Depth C Limit Location Length (in) Combo kip kip-ft lb/in' lb/in' in in Top-Left Leg 1 0 STR5EQYNEG 17.361 -30.4089 aa.e .. eoo Not Required Not Required Top-Right Leg 1 0 STR!iEQYNEO 0 0 0 Bottom-1..tl: l.•g 1 0 STR6EQYNEG 2•,425 ·194 01,113 3QU4 Botttom-R ight Leg 1 0 STR5EOYNEG 24 .. 3 1117 284.32 Page 27 of 73 ETABS 2013 13.U ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Length (tn Material Properties E c (lblin") f\Oblm"l Lt.Wt Factor (UniUeu) f ,(lb/in") f i'A (lblin") 3604996.5 cJ)T 0.9 Station Location ID 4) C 0.65 3000 1 60000 Design Code Parameters 4>, •~(Seismic) IPJ.V,X 0.75 {J.o!I 004 Pier Leg Location, Length and Thickness Left X, Left Y. Right X2 NI in in Top Leg 1 11:27.1665 317.9807 60000 IP-Pw,x 0.00:25 o.e Length Thickness in __ s_o_ttom __ ---'--_L_eg __ 1---'--1-1_:27_.1_ee-_s__._3_1_1._g_so_1_._ ______ _,_ ______ _,_ ____ _Qµjc.,:;._lA/.Cl~·~.QQ65per#5 Station Required Required Location Rebar Area (ln1) Relnf Ratio Top Station Location Top-Left Top-R1ght Station Location Top 1.2 10 Leg 1 Leg 1 Shear Design Rebar Shear Combo P" ,n•trt kip 0.18 S~5EQYPOS Boundary Element Cheek 10 Edge Governing Pu kip M, kip-ft Length (in) Combo Leg 1 0 STR5EOYNEG 17.361 -30.408ll l.e; l 0 STR5EQYNEG O 0 0 $TR5EQYNEG 24 425 ·194 0~13 Borttom-Right leg l 0 STR5EQYNEG 24.3 133.4 H,7 @ 8" o.c. on the plans MuJ Pier Aa kip.ft in' Page 28 of 73 ETABS 2013 13.1.4 Story ID Story2 <l)T 09 Station location Top &TABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Centroid X (m) Material Properties Design Code Parameters <I) C Cl>. <I>, ( Seismic) IPw.x 0.65 0.75 o.e 0.04 Pier leg location, length and Thickness ID leftX, leftY, RightX, Right Y, in tn in Leg 1 332. 16'65 1fl7.4S64 333.!)216 Thickness (mt LLRF 6 IP- 00025 Pw.x O.B Thickness "' Bottom Leg 1 332.1e.ll5 Hi7.4S64 333.0216 ~~~'--~-'-~~~~~--'-~~_._~~~'--~..w.,&-¥,'nit-*·r-:lJ. 065per#5 @ 8" o.c. on the plans Statkm Required Required Pier Av in* Location Rebar Anta (in•) Reh'1f Ratio Top Bottom 294 Shear Design Station 10 Rebar Shear Combo PM M., v., ~tt"Ac *s~'c) Location hrlft kip kipAt kip/ =32.4k Top Leg 1 0.18 STR5ECIYPOS 150\H 23.6963 B.-19.324 45.784 Bottom Leg 1 tUS $TR5EQYPO$ 1495 •5.7652 5,298 19 324 45,784 Boundary Element Cheek Station ID Edge Governing P. Location Length (in} Comb<J kip Tap-Left Leg 1 0 STR1 0 Top-Right Leg t 0 STRt 20.331 S011om-l.e1'l Leg 1 0 STR7EQXPO$ 1,777 Botttorn-Right Leg 1 0 STR7EQXPOS 25.724 o..q,i. Top-Right Leg 1 0 133.52 600 eoo 600 Required Page 29 of 73 ETABS 2013 13.1.4 ETABS 2013 Shear Wall Design ACt 318-11 Pier Design Pier Details Story ID Pier lD Centroid X (in) Centroid Y (inl length On> Story2 P4 273.4H!5 395.2.292 140497 Material Properties Lt.Wt factor (Unltteu) Design Code Parameters • T 4te ••• •, (SeiamicJ IPw.x {HI 0.65 0.75 o.e 0.04 Pier Leg Location, Length and Thickness Station ID Le~X, I Le~Y. RightX1 RightY2 L~ation tn In in in Top Leg 1 Bottom Leg 1 21:u1t1s I :124.siso1 273.4165 465.4777 flexural Design for P .... M..a and M~ Stalioft Required Recqulred Current flexural Combo Location Rebar Area (m:t) Relnf Ratio Reinf Ratio Thk:knns (In> lLRF e 1 IP Ml>I Pw.x 00025 OB Length Thickness in .497 140.497 M •• kip.ft in 6 e M.,. kip-ft Top 2.1075 0.0025 0.0034 STR7EQYPOS 5 2!17 1!1952 -36.6517 842.9821 ~ .... ~---;~ .... ~~~~-....~~ ........ -t-.... ~~~.,......~ ............ ...-,.~ Bottom 2.1075 0.0025 0.0034 STR7EQYPOS 11 Shear Design ,-<2* Acv*sqrt(f'c) =92.?k Station 10 Rebar Shear Combo P. M. ;/ $V • •vn Location in2/ft kip kip-ft k' kip kip Top Leg 1 CUS STR5EQYNEG 18.465 ·18.8907 l1k4S g,i,11, 170.051l Bottom L-S 1 (US STRSEQYNEG uoee. •!10 5867 IUM QS 33 171.199 Boundary Element Check Station 10 Edge Governmg p~ Mu Stress Comp StreH Limit C Depth C Limit Location L"11g1h (in) Combo kip kip.ft lbftn• lb/in' in in Tap-Left Leg 1 0 STR5EQYNEG 18.465 -18.8907 33.39 600 Not Required Not Required igp-Right Leg 1 0 STRSE.OYNEG g 0!18 3.0015 12.e1 eoo ~Required Nct R&quired Souom-t.•~ Leg 1 0 STR5EQXNEG 27,0Q ~41036 5Ut\ 800 Re.q1.1tred Not R&quir111d Elorttom-Righ Leg 1 0 STR5EQXNEG 24.982 ~.0231 29.65 600 ~ot Required Not Required Page 30 of 73 ETABS 201313 1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Story ID Pier ID Centroid X (lol Centroid Y (In• L.ngth (In) Ttlicknen (Int LLRF Story2 P5 (l>T 4>c 0.9 0.65 Station ID Location ·-· Material Properties Design Code Parameters •• •,(Seiamic) IP- 0.75 0.6 0 .. 04 V f.,. (lbli~> eoooa IPWN p I.V.X 0.0025 OJI 1 Pier Leg Location, Length and Thickness LeftX, LeftY. RightX2 Rig~t Y 1 I Le~gth l Thic~ness in in in 1n m m Top Lecg t 258.4185 258.4165 521.7307 6 ' Bottom L*Q 1 258 4100 413 . .4807 2!58.4165 521.7307 l 4U5 I e Ftexural Design for P .. M..i and M.a Statiot'I Required Required Current Ftexural P,., Muz Mu3 Pier A, Location Rebar Area (ln1l Relnf Ratio Relnf Ratio Combo kip kip-ft kip-ft inJ Top 07238 00025 0.0038 STR7EQYPOS 2J)OO -0.3375 •2.7116 28(:1.5 Bottom 0.7238 0.0025 ().0038 STR7EQYPOS 4.297: ~0.0964 1.3749 28\1.5 Shear Design <2*Acv*sqrt(f'c) =31.9k Station ID Rebar Shear Combo Pu M. •v~ Location inZffl kip kip-ft kip Top L•g 1 0.18 STR5EQYNEO -1.743 8.15$) 41.72 Bottom Leg 1 0.1a STR5EQYNEG 2368 ·3.9075 Boundary Element Check Station ID Stress Comp Streu limit C Depth C limit Location lb/in~ lblin1 in in Top-Left 10.5 600 Not R~urred Not Required Top-Right HM 600 Not A•qUi:ed t Required Bottom-left 27 03 eoo Not R•quired Botuom-Righl 23.7 Page 31 of 73 ETA6S 2013131.4 Station (l>T l:Ul Station Location Top ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Material Properties Lt.Wt Factor (Unitless) Design Code Parameters <l>c (I)" 4>,(Seismic) I lPM-.x 0.65 0.75 0.6 I 004 Pier Leg Location, Length and Thickness ID LeftX, LeftY, RightX: Right Y~ m in in in Leg 1 127.1632 314.6175 127.1665 424.4807 MU (kl) LLRF e IPMm Pw.x t 0.0025 o.a Length Thickness in in 109.8632 6 Bottom Leg 1 127 .. 1632 314.6\75 127. 1665 4244807 tOil,8632 e Flexural Design for P,. M.a and M,.. Required Required Current flexural P,. M.a Mu, Location Rebar Area (m2) Relnf Ratio Relnf Ratio Combo kip kip-ft kip-ft Pier A; in1 Top 1.647{1 0.0025 0.0033 STR7EQYPOS Hi41 •4.9861.l ·35.3751.l 659. 171.l1 Bottom Station Location Station locafu>o Top-Left Top-Right Top Bottom ID 1.647Q 0.0025 0.0033 STR7EOYPOS Shear Design 10 Rebar Shear Combo Pu M. 1n2/ft kip kip-ft. Leg 1 0.18 STR5EQYNEG 17.163 -84.0444 L•g 1 o.,e STR5EQYNEG 2<Hli' 10. 1522 Boundary Element Check Edge Governing length (in) Combo 12.55 t.4248 r-<2* Acv*sqrt(f'c) = 72.6k ~I <l>V • k' kip 0.42 0.42 74.062 75473 Stress limit lbfin' 600 C eoo 800 <l>V • kip 133.JaB • 134.ilillil Page 32 of 73 ETABS 2013 13. 1.4 (l>T 0.9 Station Location ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Material Properties Lt.Wt factor (Unitle&s) Design Code Parameters <l>c •• 41',(Seiemic) tPMo\X IP •IIN 0.65 0.75 !Hl 0.04 0.0025 Pier Leg Location, Length and Thickness ID Left X . Left Y , in p I.IN€ CLS Thickness in Top Leg 1 171-1665 46SA825 443. 1 Bottom 17U666 468.4S25 Flexural Design for P .. M~ and M,.1 Station Requlfed Required Current Flexural Pu Mia M.a Pier A, Location Rebar Area (In') Relnf Ratio Relnf Ratio Combo kip kip-ft kip-ft in' Top 4.08 0.0025 0.0032 STR7EQYPOS 9.916 -5.3593 406301 1632 Bottom 4.08 0.0025 0.0032 ! STR7EQYPOS ! 31.103 f 0.2479 -139.0499 1632 Shear Design <2* Acv*sqrt(f'c) =180k Station ID Rebar Shear Combo p~ Mu <l>V, CSJV" LocatiOn in2lft kip kip-ft k.ip kip Top 1.eg 1 0.18 STR!lEOYPOS HU001 64.4764 22.94i ti'iHi33 Bottom Ug1 (US STR5EQYF'OS 4 .. u;a .01'.$2 236Q3 19.3.721 Boundary Element Check Station ID Edge Governing Pu M~ Stress Comp Stress Limit C Depth C Umit Location Length (in) Combo k.ip kip-ft lblin• lb/in• in in Top-Le fl 1.eg 1 0 STR7EQYNEG 0.672 -5. 12:23 124 600 Not Reqwred Not Required Top-Right leg 1 0 STR7EQY~ 1e.oe1 64.4764 20.85 600 Not Reqwred Not Required B0tt0cm-l.eft Leg 1 0 STR5EQYPO 44,Si'8 ·146.0QS2 512 eoo Not Required Not Requlr, d Botttom-R ight leg 1: : 0 STR5EOYPOS 21.318 101.7552 21!.57 600 Not Reqwred Not Required Page 33 of 73 ET ABS 2013 13.1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Centroid Y (i 468AS32 Material Properties E dlblln2) r dlbrm") Lt.Wt Factor 3t\0499!Ul Design Code Parameters 4>, (Seismic) LLRF 0.9 0.(l5 0.75 o.e 004 00025 O.B Pier Leg Location, Length and Thickness Station ID LeftY, RightX~ Right Y: LO()ation in in in Top Leg -468.4S25 661.1665 Bottom 4613.4825 6eU665 StaUon Required Required Location Rebar Area (in'• Reinf Ratio Top 23088 Bottom 0.90 Shear Design Station IO Rebar Shear Combo pij M., Location in2tft kip kip-ft Top Leg 1 0.18 STR5EQYNEG 14.983 ·18J)095 Station Location Top-Left Sottom-l.e!'t Sottlom-Righ:t Bottom ID Leg 1 O,iS STR5EQYNEG 2lHl34 32. 1285 Boundary Element Cheek Edge Governing Length (in} Combo 5. Thickness In C Depth in 396 C Limit in Page 34 of 73 ETABS 2013 13 1.4 ETABS 2013 Shear Wall Design Story ID Story2 og Station ID Locauon ACI 318.11 Pier Design Pier Details Centroid X (in) 790 7915 Material Properties .Wt Factor (Unitless) Design Code Parameters $,(Seismic) 0(!5 0.75 06 004 Pier Leg Location, Length and Thickness Top Leg 1 Stauon Required Required Location Rebar Area (in2) Reinf RatiO Top Bottom 2.0888 (10025 Shear Design Station ID Rebar Shear Combo Pu Mij Location in"lft kip kip-ft Top Le~P 0.18 SiR5EQYNEG HU:193 -6.2655 Bottom L~ 1 0.18 STR5EQYNEG 28.1317 104.!.le55 Boundary Element Check Station ID Edge Governing Pu Mu Streu Comp Locauon Length (in} Combo kip kip-ft lbfin1 Thickneu (in~ llRF 6 f ~ (lblin:2) eoooo OJ! Thickneu in M113 Pier A 8 Stress Limit lbtin~ 600 eoo eoo 600 kip.ft in2 83!5-5 835.5 C Depth C Limit in in Not Required Not Required Nol Requir&d Required Nol Requw-ed Required Not Requfred Required Page 35 of 73 ETABS 201313.1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Destgn Pier Details Story ID Pier ID Centroid X (In) Centroid Y On) length (kll Thlckneu (lnJ LlRF Story2 P10 97tH915 4684832 164.75 e 1 Material Properties E, (lbfin"t f, (lbfm"t Lt.Wt Factor (UniffeH) 3000 Design Code Parameters C,T 4> e cl>. e>, (Seismic) 1P~ IPww p .. V,J( 09 0.65 0.75 0.6 0 .. 04 00025 o.a Pier Leg Location, Length and Thickness Station ID LeftX, LeftY, RightX1 Right Y2 Length Thickness Loeatlon in in in in in Top Leg 1 8Q4.4165 468.4825 1051l .. 1665 164.75 6 Bottom Leg 1 8Q4.4165 4'38.48.25 10CHU665 065 per #5 Flexural Design for P"" M,.;t and M .. 1 ~@ 8" o.c. on the plans Station Required Required Current ~ P., Mia MuJ Pier Ag Location Rebar Area (in1J Reklf Ratlo Relnf Ratio bo kip kip.ft kip-ft in' Top 4.3811 0.0044 0.0*' STR5EQYPOS 20.264 -49 2107 ·18184 988.5004 Bottom 2.4713 0.0025 !:l.0033 STR7EQYPOS 16.221 -6.2252 -78.7200 988.5004 Shear Design Station ID Rebar Shear Combo P. Mv (l)Vr Location in2Jft kip kiP-ft kip Top Leg 1 tus $ Bottom L•sP 0,18 STR5fi!OYNE<3 J•Ul81 102 6377 Boundary Element Cheek Station 10 Edge Governing Pu Stress Limit C Depth C Limit Location Lenffth (in} Combo kip lbtini in in Top-Left Leg 1 0 STR5EQXPOS 20.764 600 Required Not Required Top-Right Leg 1 0 8.1'04 eoo Requl!ed NotR.qui~d eouom-L•ft L~1 0 ~.$1 eoo Not Requ1ted Not RIIK!u;r•d Bofflom-Right Leg 1 0 QYPOS 14.87 600 NotRaq Page 36 of 73 ETASS 201313.14 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Story I Material Properties E, (lblinj;) f',(lb(m%) Lt.Wt Factor (Unitless) f ,(lb(m•) f JS (lbfint) 360499e.5 = = 3000 1 eoooo 60000 Design Code Parameters $T I) e $, <I>, ( Seism le) fPM-.x IP-P1,1.I\J( otl o.e5 0.75 0.6 0.04 00025 0.8 Pier Leg Location, Length and Thickness Station ID leftX, leftY, RightX2 Rig: Y: Location in in In Top Leg 1 332.1665 246.4781" 415.1665 246.4807 Bottom Leg 1 332.1665 246.4789 43!!.1665 246.4807 Flexural Oe1ign fot P,. M.a and M,., Statton Requirod Required Current flexural Combo Location Rebar Area (m•1 Reltlf Ratio Reinf Ratio Length Thickness P,. kip in 103 103 Mu2 kip-ft in 6 6 M., kip-ft Top 1545 0.0025 0.003!! STR7EQYPOS 3.305 3358(! -!!.3SOS ~~~--1~~~ .... ---~-t--~-~ .... ~r-............ --1~~ ........ ~ Bottom 1.545 0.0025 0.0036 STR7EQYPOS 618 Shear Design <2* Acv*sqrt(f'c) =68k Station 10 Rebar Shear Combo Po ci,v. Location ,n•m kip kip Top Leg 1 0.18 STR5EQYNEG ().03 122.646 Bottom Leg 1 o. 18 Sffl5EOYPOS U205 12i\322 Boundary Element Check Station ID Edge Governltlg P. Mw Stress Comp Location Length (in) Comb<> kip kip-ft lb fin' Top-Left leg 1 0 STR7EQYPOS 3.305 -6.3!>08 12.58 Top-Right Leg 1 STR7EQYPOS 4.504 UH12 STR&t!:QXNEG 15.0:7$ .37 7223 eoo Not Req1.ll••d STR5EQXNEG 31.205 86.596 600 No1 Required Not Required Page 37 of 73 ETABS 201313.1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Story ID Pier to Centroid X (in) Centroid Y (in) Lt.RF Story2 P12 563.8852 2464907 Material Properties Design Code Parameters (bT 4>c 4>, 4>.,(Seiamic) !Pu....: IP-pl.WI OJ.I 0.65 075 o.e 0.04 0.0025 o.8 Pier Leg Location, Leng1h and Thickness Station 10 LeftX. LeftY, RightX2 Right Y 1 Location m in in Top Leg 1 -495.1865 246.4807 8ottom Leg 1 49!U005 246.4807 .0065 per #5 @ 8" o.c. on the plans Station Required Required M..a M.., Pier A,, Location Rebar Area (In*) Relnf Ratio kip.ft kip-ft in2 Top 0.0046 20.21 43J)675 17.1809 824JS248 Bottom Station ID Location Top-Left Leg 1 Top-Right Leg 1 Bcttom-1..tt Le91 Botttom-R ight Leg I 2.0616 ID 0.0025 Rebar m'lft Shear Design p~ kip Leg 1 0. 18 SiR5EQYNEG 20.21 "'~ kip- 15.162 0 $V, kip 92.461 lil4,22el Boundary Elemeut Check Edge Governing Pu Mw Streaa Comp Stress Limit Length (in} Combo kip kip-ft lb/in~ lb/in' 0 STR1 0 0 0 0 0 STR1 20.38 12.3215 32.64 600 0 STR5E.QXNEG SUilQZ ·10QA007 101'LS eoo 0 ;:)I & 32.148 '""·""'~ toffl.73 600 .64k 4'V,.. kip 166.678 ,ea 443 C Depth C Limit in in Not Nfi!<e-ded Not Needed Not Required Not Requir•d Not R•quired NQt Requk•d Not Required Not Requirad Page 38 of 73 ETA6S 2013 131,4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Material Properties Lt. Design Code Parameters ••• $,(Seismic) O.Q (U:15 0.75 0,6 0.0025 o.a Pier Leg Location, Length and Thickness Station ID Location Top Leg 1 Bottom Leg 1 Station Required Required Location Rebar Area (Ina) Reinf Ratio Top Bottom 1. H!53 Station ID Rebar s Location 1n2fft Top Leg 1 0.18 STR!ieQ Bottom LIQ 1 0,18 Boundary Element Check Edge Gove ming p~ Mu Length {in) Combo kip kip-ft 0 STR1 0 0 0 0 STR1 257.11 Length Thickness 17.402 in in 0 6 w .0065 per #5 @ 8" o.c. on the plans 37.6567 466.1358 <2* Acv*sqrt(f'c) =51.3k Cl>V" kip 97.326 C Depth in C Limit in Not Rli!'(!uired NotR~u.rtid Not Required Page 39 of 73 ETABS 2013 13 1.4 ETABS 2013 Shear Wall Design Story ID Pier lO Story.! P14 Ee (lbfin2) 360499(UI O.Q (Ul5 ACI 318-11 Pier Design Pier Details Centroid Y (In• 156.4823 Material Properties .(lblin'l Lt.Wt Factor (UnitleH) fr{lblin2J 3000 60000 Design Code Parameters f&tv(Seismie) 0.75 o.e 004 Pier Leg Location, Length and Thickness Station ID leftX. LeftY · Right Xi Right Yi Length Thickness location m in in in Top Leg 1 1035. 1665 156.4&07 1101.1665 15-6.4839 Bottom L.g 1 1035.1665 156.4807 1101.1665 156.4831) Station Required Required Location Rebar Area (In') Reinf Ratio Top 2.0083 0.0051 Bottom 0.0025 Shear Design Station 10 Rebar Shear Combo Pu Mu :~/ lo<:atiOn in2.tft kip kip-ft Top Leg 1 0.1$ STR5EOYPOS 15.li!77 ·60.1317 7.!A'Q Bottom L.g 1 0 18 STR5EQYPO$ 21628 1ue2e ·ro-49 Boundary Element Cheek Station Stress Comp location lbfin• Top-Left .53S4 160.97 Top-Right Leg 1 0 STA5EQYNEG 0 0 0 eouom-L•fl Leg 1 0 $T~5EQYNEG 24,(}81 23 5&77 12573 Sotttom-R\ght Leg 1 0 STR5EQYNEG 22.536 4.3216 68.81 in 66 66 In 6 e . ·-VC.. vllOII 1.::, .0065 per #5 @ 8" o.c. on the plans Mu.3 kip-ft -46.6167 20.8351 396 ;-<2* Acv*sqrt(f'c) =43.6k Cl>Ve cllV • kip kip 30.301 66.\141 46 19 81,83 C Limit In 600 Page 40 of 73 ETABS 2013 13 1.4 ETABS 2013 Shear Wall Design Top Bottom ACI 318-11 Pier Design Pier Details Material Properties Design Code Parameters Cl)T «lie ell,. 13>, ( Seism le) IP1.v.x 09 0.65 0.75 0.6 0.04 Pier leg location, length and Thickness Station ID leftX, leftY, RightX2 location ifl in in Top Hl65 156.4831l 1185.1665 Bottom Leg 1 1125.1M5 156.4831il 1185.1665 Flex.ural Design for P '"'-M..,. and M..a Requi~ Required Current Inf Ratio bar Area (Ina) Remf Ratio 09 0.0025 0.0037 O.lil 0.0025 0.0037 Shear Design Station ID Rebar Shear Combo P. M" locatiOn in2Jft kip kip- Top Leg 1 0.18 sm5EQYPOS 3.888 Bottom L•iP o.,a STR!iEQYPOS '1025 Boundary Element Cheek Station ID U.RF IP Mm PWU( 00025 o.a Thickness 25 184 Cl>V" kip 56.062 C Limit Page 41 of 73 ETABS 2013 131,4 Story ID Pier ID $tory2 ?16 (l>T ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Material Properties Lt.Wt Factor {Uniffess Design Code Parameters 4>c •• 4>,(Seismic) IPw.x IPu1t1 Pu"J( 011 CH'5 0.75 o.e 0.04 0.0025 0.8 Station ID Location Top Leg t Bothlm Leg 1 Pier Leg Location, Length and Thickness Right X2 in 306.1665 301:1.1665 Flexural Design for P .... Miu. and Md Station Requtred Required Current flexural Combo Location Rebar Area (m'} Remf Ratio Reinf Ratio P,., kip Thickness m M.a kip-ft 6 6 MIil kip.ft Top 0.41113 0.0025 0.0045 STRi'EQYPOS -o.12s -1.1S117 -4 44118 Bottom 0.41113 645 Pier Ai in2 1se.s 196.5 Shear Design t <2*Acv*sqrt(f'c) =21.6k Station 10 Rebar Shear Combo P. M,, ~I ct>V¢ •v~ Location 1n~1n kip kip-ft ki kip kip I Top Leg 1 0.18 STR5EQXPOS 2001 ·10.4041> t.f°i1 7.648 25.333 Bottom Leg 1 CUS $TR6E.QXPOS 8802 35489 :t232 12 9t5 30.e Boundary Element Cheek Station 10 Edge Govemmg Mu Stress Comp Stress Limit C Depth C Limit Location Length (in) Combo kip-ft lbfin1 in Top-Left Leg 1 0 STR5EQYNEG -ll.3272 122.02 Top-Right Leg 1 0 ST~5EQYNEG C 0 eottom-L•n L•g 1 0 STR'/'E.QXNEG ·O 1382 18 Botttom-Right Leg 1 0 STR7EQXNEG 2.1462 78.49 Page 42 of 73 ETABS 201313.1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details LlRF Material Properties Lt.Wt Factor (UnitlessJ fr Oblm1) f,. (lb!ln~) 60000 60000 Design Code Parameters cl)T <S> e ." 4>,(Seismic) IP-IPM!W P~w o.i 0.65 0.75 o.e 0.04 Cl.0025 0.8 Pier Leg Location, Length and Thickness Station ID LeftX. LeftY, RightX2 Right Y. Thickness Location In in In in '" Top Leg 1 33 32Hl807 36B.21l15 324.Q807 Ill Sott001 L!ei t 330.1665 3240807 JeB.21115 32HJ807 e Flexural Design for P ... M"2 and M .... 1 Station Required Required Current Flexural Pu M112 Mill Pier Aa Location Rebar Area (in11 Reinf Ratio Relnf Ratio Combo kip kip-ft kip-ft In' Top 0.481Q 0.0025 0.0046 STR7EQYPOS -t.703 -0.3235 0.201>4 1&;2.75 Bottom 0.4811< 0.0025 0.0046 QYPOS -5.3 5 Shear Design / <2*Acv*sqrt(f'c) =21.3k Station 10 Rebar Shear Cocnbo P. M~ ;( CIIVe q,yh Locatton in"/ft kip kip-ft kip kip Top L!ei 1 0.18 STR5EQYNEG .0 326 10.7617 2~20 12.83 30.178 Bottom L!ei 1 0.18 STR5EQYNEG 1!"354 ·U5Q4 3.814 12 eee 30.C1el Boundary Element Check Station ID Edge Govemmg P., Mu Streu Comp Streu Limit C limit Location Length (in) Combo kip klp..ft lbfin• lblin1 in Top-Left Leg 1 0 STR1 0 0 () 0 Top-Right Leg 1 0 STR1 0473 e.4262 11,18 Bottom-left Leg 1 0 STR!.'ieQYNEG 16.354 •5Q!.'ili)4 15414 Leg 1 0 () Page 43 of 73 ETABS MODEL 2 STORY GARAGE ROOF SECTION PROP. -!;-·········································· ----=-.=' -~-r-e·w.ii + + + ............. :t~~ -_ -_____ 6.-.. _, .. -=--=---=-...·tt 6' ETABS MODEL 2 STORY GARAGE ROOF SECTION PROP. + s• + + + e·w 1 + + I .1. +.----•. ,..,-... --a 'age44of73 ETABS MODEL ROOF PLAN WITH PIER LABELS ~ . . ETABS MODEL FLOOR PLAN WITH PIER LABELS Page 45 of 73 TABS MODEL ROOF PLAN DIAPHRAGM CENTER OF MASS ET ABS MODEL FLOOR PLAN DIAPHRAGM CENTER OF MASS Page 46 of 73 ' .------- I Q~o -,.U \JI I V ET ABS MODEL EQX DEFLECTION ET ABS MODEL EQY DEFLECTION '-::, .............. .... 1 St rue tu re Data This chapter provides model geomelty information. including items sooh as story ilivets, point coordinates, and element ,eonnectivity. 1.1 Story Data 1.2 Grid Data Table 1.1 -SU!f)' Om '-~:~~t:~~ .>l~: $1oty2 . • 120 I 26:2 aw,i 111 f 1• eaH O l O NO Table 1.2 • Grid Syswrns ~t c,.-. cs~,, Cartfll#I ~f , ... ~l ~, D~J ~,; CSys.t .\ Carlr!ilan De1'd , 0 0 'CJ 0 • 0 ... ~• .. r~ ·~.·I.;, .. l ,. 1.3 Point Coordinates C$yt1 . Carte11.ari 0'1~ . 0 -,;, ':,>0:~~:rf,_::: ,,/~;:"."'.'· /: ,~ $f,., ;,' .-:, 0 I 1U : 1t3'U973 1•&2,1222: . 0 .. tlG. i·•¥J;~m1~-fl:!lf 117 : ·1. 88. 9 .• 4.·· 97. •.··3. j.·'94.7222. . 0 01' f ltl1;tt?I· AM,12111 t H9 ; 2021,,4973 36:U2:U. 0 ,a t*!:tm ·jiQ~i a 121 • ~9.4973 1u:r222:: a tft tQf.~.itJh.TUII ·· c 123 16'2.49~6 lu1t1222 ~ o :: i 1725.:. :-. '. ··.{·[.~~::! : 1f I •n:~,on 14n,,,_ t '· 130 : 1l!'illj),~973 ~'•77.72.2\ ... 0 t31 • '!-·-~ 71,.UUf Cl ni ; ~44973 317.Ull; ,u.• .... 1.-,;4.~;,mi 1J5 . 'ztl(IU959 F;;,725i ! 0 ,_ .¥ ' 1$0 ;J'fJ,flaOlO " , ... 60 ffaOaO.O ., j~ ISO l!t*OlO Loads User loads Auto Seismic Load Calculation This ealcuhation presents the user defined lateral seismic loeds for kiad p,a«.m EQK Lateral Forces lafttrill load to Srorin -Set f 17.5bp Skvy1 ----------------~ ease, I I I I I I I I OA) :Ul 6.0 9.0 12.0 t5.0 HtO 21.0 2:4.0 fon:e. kip 0 11 17.5 0 0 10l23/20t 4 Page 51 of 73 User loads Auto Seismic Load Calculation This calculation presents the user defined lateral seismi-0 loads fur klad pattern EOY, Lateral forces Latar.4 load to Storieis • Set 1 $t(lfy2~~!------------------23At:ip Base, r· 1 ····1· · 1 1 0.0 MU lilJ) 12.0t5.01U21.024.0 fon:e. kip S1ory Bev.don X.f)ir Y-Dir ft kip kip 10/23/2014 4.3 Applied loads 4.3.1 Area loads 4A Load Cu.s 4.5 Load Combinations Table 4.4 -Sheil loads -Unifonn , a..w··4"u,...1 ' ,, , ••• i F2 r 2 .. ,, 12 Utt: Table 4.5 -Load CA$H • Summary .. t ..... STfU I snu I STR2 1 mecx,o; STRSEQXPOS l STRIEUPOI S rlUECIX.:!ltf ; ·'*'~l STRSEQX.neg 1 Mft!!CYPOI I S'frt6EQYf>O$ i ms.,01 I STRSEQ'ffff:GI ff~G·~ .T ... Q'ffll!G I suamv,oa STR7EQYPOS . IT~GI STft7t:QYNEG I 11R7mXflCI I STR7ECIX:POS. ITfnQ._, STIUEQXN!G I lame l Tfle ' oead I Linear s~tll! LIM ttlnHr l1aB ec i 1.mear s1at1e !QV lt111fl~ Tn,e Dead u LlnHr Add Dael 1.2 jLmearACfd L.we 1.6 INCi 'U7 11 uuarACfd Live 0.5 EQ 1.3 j Ot"d 1,!:l' I LlnHf Md UM 0.$ I EQ -U Dua 1,ff i.MWACfd Lt~• (I,$ !QV u Dead 1.37 Linear Md UM o.t EQY ·13 Ona o:n jLtMarAtll EQY 1.3 Otld ctrt :f LI.Mar A«! !QY •U I QeMI o.n 'LlftlarACfd I EQ 1.3 Otld o,n LIMlfM!CI EQ •t 3 10/23/201 4 ..\Vj; NO No No No Ne No No No No No No No No No NO * No No No No No No No ~nData 6 Design Data This ohapter provides de$ign dala and !Hults. 6.1 Slwar Wall O.sign T.tbl• 6.1 • Shear Wal Preferences· ACJ 318-H ~"t··· t ~ Rebar Materlill ! A.61SG1'60 MIW~M--tM'INl'I& 1~--.not;·ai::·4 1or.· ~, , .... ·· PN fTtil&lOR} 0 PM~~~ ··Mt Ptli1 [Sl'IHI!' atid TO~IO!fl 1 0. 75 Pffl(~-r~) · I u PM.n filetor · OJ! ,,..-... h # 11:'llt!"aellon Pcm!$ Edgt!~P'T·• i fd!1f OHigl'I PC-Max ' l ?:~:=l DJ'CMflO Lbl 1 11 I.DI 004 t,N · 0.0025 1.95 10l24f2014 ETABS 2013 131.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details LLRF Material Properties Lt.Wt Factor (Unittes Design Code Parameters 4>,(Seismic) O.Q o.e Pier Leg Location, Length and Thickness Station Location IO Length Thickness in In in Top Leg t 440.7222 169.4377 Bottom Leg 1 440.7222 Station Requited L0-0ation Rebar Area (In') Top Bottom Shear Design Station ID Rebar Shear Combo P. M. Location in2/ft kip kip-ft Top Leg 1 0.18 sm5EQYPOS 18.177 -36.9844 Bottom Lag 1 0.18 STR5EQYPOS 32686 160.74151 Boundary Element Check Station ID Edge Location length (lnl Top-Left Leg 1 0 Top-Ri9h! Leg 1 0 Bottom-I.ell L~ 1 0 B0tt1om-R1ght Leg 1 0 STR5EQXneg gg34 600 C Limit in t Required Page 55 of 73 ETABS 2013 13.1.4 ETABS 2013 Shear Wall Design ACI 318~11 Pier Destgn Pier Details entroid Y (In> Length (in) Thickness (ltO LLRF ct)T 00 Station Location Top Sotta,m Material Properties f'c(lblin') Lt.Wt Factor {UnitleH) 3000 Design Code Parameters ct> e Cl> .. $,(Seismic) C.65 0.7!5 o.e 73 IP~ 0.04 Pier Leg Location, Lengtti and Thickness ID LeftX, LeftY, RightX2 kl in in Leg 1 157.7222 1642.4973 230.7 Leg 1 1642.41,64 157.1222 1642.4Q73 Pw.x 0,8 Thickness in 6 ______ .__ __ _,_ ____ _,_ ____ _._ ____ _._ ______ .__ __ __.__.~hJo,,:rlt-i's.0065per#5 @ 8" o.c. on the plans Station Required Required Location Rebar Area (In') Relnf Ratio 2.22Qlil 9.544 438 Shear Design I <2* Acv*sqrt(f'c) =48.2k Station ID Rebar Shear Combo P. M. v •• / 41V t = 41V • Location in1/ft kip k~ft kip kip kip Top Leg 1 0.18 STR.!iEQYPOS 4.721 .1,355g 1.ewT 4S.20lil 87.629 Bottom L~ 1 O.Hl STR.5EQYPOS 10lil72 15, 1155 1.647 27 783 !57.203 Boundary Element Cheek Station 10 Location Top-Left 0 Top-Right 0 Sotli:,m-Ld. Botttom-Right 0 Page 56 of 73 ET ABS 2013 13. 1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Pier ID Centroid X (In) Centroid Y (m> Length (ifl} Thiekneu (lnJ lLRf P3 2004.4974 183. 723(1 5HX}71 Material Properties 36049 3000 1 60000 Design Code Pa.rameters 4,T Cl> e Cl>,, Cl>, (Seismic) tP"AJo: 0.9 065 0.75 o.e 0.04 Pier Leg Location, Length and Thickness Flexural Oeslgn for P ... M,.. and M..a IPt111,1 0 0025 1 (lbfin2) Pw.x 0.8 ThickneH in 2 wall is .0065 per #5 @ 8" o.c. on the plans Station Requked Required M.,. M.,. Pier Aw Location Rebar Area (In*) Reinr Ratio kip-ff kip.ft in1 Top 0.00:ttl 8 7084 33.(1175 3119823 Bottom 1.0917 0.0035 ·5e.0758 31L9S23 Shear Design <2* Acv*sqrt(f'c) =34.3k Station ID Rebar Shear Combo P, ll!V • Location in"Jft kip kip Top 0.1S STR5EQYNEG ..e.ese see 48.584 Bottcm L•!P 0,.18 STR5EQYNEG ·2 204 47,543 Boundary Element Check Station ID Edge Governing P. Mu Stress Comp Stress limit C Depth C limit Location length (in) Combo kip kip-ft lblina lbfin' in in Top-left Leg 1 0 STR5EQYPOS 11.514 -0.4044 78.65 600 Not Required Not Raqwred Tep-Right Lq , STRSEQYPOS 3.827 02402 53.28 eoo Not Requrr•d Not Rt,quired lilottom-Lt1fl TR5EQXPO$ i:l27Sl .17 3486 103,!,4 600 Not Requ1:tt1d Not Rt1qu1rt1d Botttom-Right 0 TR5EQXPOS 15 26 . .297 167.SQ 600 Page 57 of 73 ETABS 2013 13, 14 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Centroid X (In) Material Properties E .(lbftn•) r <fibrin•) Lt.Wt Factor (Unittess) 1 Design Code Parameters •, (Seismic) 09 065 0,75 Q,6 Pier Leg Location, Length and Thickness Station ID LeftX, LeftY, Location in in Top Leg 1 2004-4973 317.7222 Bottom L!!g 1 2004..41173 317.7222 U.Rf Thickness in 6 ----''-----'-----'-----"-----'------'----"-------\'ftf'7-r=II is .0065 per #5 @ 8" o.c. on the plans Station Required Requlrttd Mu; Pier Ag Location Rebar Area (in=) Relnr Ratio kip-ft In' Top 3.331 Bottom 2.764 2Ul4 -29.4697 42286 322.3634 Station Location Station Location Top Bottom ID 10 Leg 1 Shear Design Rebar Shear Combo in'lft 0.1S STRSEQYNEG Q, 1$ STRSEQYNEG Boundary Element Check Edge Governing Po kip Mu kip-ft Length (in) Combo 0 STR1 0 0 0 0 STR5EQXPOS 20 880 .3 11 tlc3 0 TR5EQX.POS 20,978 55.7788 C Limit in Not Needed No1 Required Not A:t,qU!red NotR~uired Page 58 of 73 ETABS 2013 131.4 ETABS 2013 Shear Wall Design 0.9 Station Location Tep ACI 318-11 Pier Design Pier Details Thickness (mt Ma.terial Properties Design Code Parameters $.(Seismic) IPlh\'I( 0.75 o.a 0.04 Pier Leg Location, Length and Thickness ~B_ott_o_m---L~~-'-~~--'-~~---L~~~-'-~~~~~---L...JULL.....IIJLU.LLI·~.0065per#5 Station Requh'ed Required Location Rebaf Area (ln2) Relnf Ratio Tep Bottom Shear Deaign Station ID Rebar Shear Combo P. M. Location in2Jft kip kip-ft Top Leg 1 0.18 STR5EQXn 6.122 45.6601 7.6 Bottom L-s 1 0.1$ 1421111 .30 5711 Boundary Element Cheek Station 10 Edge Governing P., Mu Stress Comp Location Length (in) Combo kip kip.ft lbtin• Top-Left Leg 1 0 STR1 0 0 0 Top-Right Le,g 1 0 STR1 10. Ht4 7.5473 5404 Leg 1 0 STR5EQYNEG 11.eiea 311517 36.03 Boilto Leg 1 0 STR5EOYNEG 18.372 0.4998 45.88 @ 8" o.c. on the plans 573 573 <2*Acv*sqrt(f'c) =63k •v~ kip 114.63 115.S5e Stress Limit C Depth lb/in• in 0 Not Needed 600 Not Requir.d eoo Not Requ,red 600 Not Required Page 59 of 73 ETABS 2013 13.1.4 Story ID Story2 ETABS 2013 Shear Wall Design ACf :H8~11 Pier Design Pier ID P6 f, (lbfin2) 3604Qliie.!5 <l>T 09 Pier Details Centroid X (In} Centroid Y On> Length (in) Thk:kneH (In) 1928._ Material Properties Lt.Wt Factor (Unttteu) f ,Obrm•) f >"' (lb/in2) 60000 Design Code Parameters Cl> C Cl>' $, (Seismic) IP.w: IPMIN Ptw 065 0.75 o.e 0.04 0.0025 o.a Pier Leg Location, Length and Thickness Lt.RF 0.(183 Station ID LeftX, LeftY, Rig~t X2 I Rig_ht Y 2 1 Le~gth Thickness Location in in m in m in Top Leg 1 1853.41:173 157.7238 150 QQS6 6 Botto.m 1853.4973 157.7238 Leg 1 2004.4gsg I 1s1.12s1 j 15-0 i.986 \Ali -" I' I''-, '¥''--'I is .0065 per #5 @ 8" o.c. on the plans Station Required Required Location Rebar Area (in1) Reinf Ratio Top Bottom Elottom 45195 ID Rebar ln11ft O.tS ()18 0.00ti o.o 0.004 Shear Design STRSEQYPOS STR5iQYF'OS 30.749 -42.4421} 46.3652 005.992 <2* Acv*sqrt(f'c) ca,v~ kip 1UO'le Boundary flement Check Station Location ID Top-Left Leg i Top-Right Leg 1 Botttom-Righ Leg 1 Edge Governing length (1.nl Combo 0 STR5EQXneg 0 STR!iEQXneg 0 0 STR5EQXneg Streu Comp StreH Limit C Depth lbfin~ lbfin' in C limit in 46.22 Not ReqLtired Not Required 30.37 600 44.00 600 Nol R11qui.t•d Not Required Page 60 of 73 ETABS 201313.1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Story ID PiorlD Controid X (in) Centroid V (in) length (in) Threkneu (in) Lt RF Story2 P7 1836.4;73 4777214 126 6 O,Qe1 Material Properties Desjgn Code Parameters cl)T •c ••• •. (Seismic) IPM..x IPMIN PMAX 09 065 0.75 0.6 004 0.0025 0.8 Pier Leg Location, Length and Thickness Station ID LeftX 1 RightXz Right Yi Length Thickness Location in in in in in Top Leg 1 1773.497 189{1.4973 126 6 Bottom Leg 1 1173.4973 1!Uill41i13 flexural Design for P .. M..i and Ms,3 Station Required Required Location Rebar Area (in') Relnf Ratio Top 5.8398 4.T011 Shear Design <2* Acv*sqrt(f'c) =83k Station 10 Rebar Shear Combo Pu M~ ~, $V • ci,y ~ Location in2/ft kip ktp..ft k. kip kip Top Leg 1 0.18 STR!'iEQXneg 21J357 27.785Q 20.002 85.23'6 1ea.21e Bottom Leg 1 0.18 $TR5EQXl'l-S 32445 ·112.233 20.002 ~854 154,894 Boundary Element Cheek Station ID Edge Governing P. M. Streu Comt> Streu Limit C Depth CUmi:t Location Length On) Combo kip kip-ft lbfin~ lbttn• in in Top-Left Leg 1 0 STRt 0 0 0 Nol Needed Not Needed Top-Right Leg 1 0 STR1 22.722 17.8134 43 .. 57 Gottorn-1.eft Leg 1 0 TR6EQYPOS •790333 103 21 Botttom-Rigilt Leg 1 0 749403 176.56 Page 61 of 73 ETABS 2013 13.1.4 4°1T 0.9 Station Location Top ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details a (in) LLRF Material Properties Lt.Wt factor {Unitleu) f, (lblin2) f I" (lbfin") Design Code Parameter. 4) C $,. $~(Seismic) IPw.x C.65 0.75 0.6 0.04 Pier Leg Location, Length and Thickness ID leftX, LeftY, RightX2 Right Y,. in in in in Leg 1 IP- 0.0025 60000 Pw,x 0.8 Thi<:kness in Bottom LE9 1 1690.6068 477 111,e 1725.4Q73 ------.L----'------'-------'-------'--------L-----'---¥~-¥\Lj;{-l-lis.0065per#5 Station Required Requtn:d Location Rebar Area (In*) Reinf Ratio Top Bottom Shear Design Station 10 Rebar Shear Combo P. Location in"lft kip Top Leg 1 0.18 STRSE.QXnag 4.4015 Bottom LllSI 1 0.18 $TR5EQXntg 7.483 M. :t kip.ft 6,2Q16 1.'1"3 -883152 1,513 M.i;! kip.ft @ 8" o.c. on the plans M.a kip.ft 4.1743 20Q.343 -4.9637 20Q 343 r-<2* Acv*sqrt(f'c) =23k 4'1V. 4'1V, kip kip 13.1151 32.791 10 422 21, 2t'3 Boundary Element Check Station ID Edge Governing P. M. Stress Comp Stress Limit C Depth Location Length (in) Combo kip kip-ft lbflfl~ lb fin• in Top-Left Leg 1 0 STR7EQXPOS t.554 -0.5815 13.15 600 Required Top-Right Lllg 1 0 STR7EQXPOS 4,4ge e.2ote 83.40 600 R:IKfU!!"ed £!ottom-l.eft Leg 1 0 STRe.EOXntg 7,483 122.aa 600 Re,qu,rtd Botttom-R~ht Leg 1 0 R5EQXneg 6.655 0.2t 33.93 600 Required Page 62 of 73 ETABS 2013 13.1.4 ct,T 0.9 Station Location Top Bottom Station Requifed ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Centroid X (In) Centroid Yon• Length On) Thk:kness (In> t.LRF 1708.0521 34J:lll05 Material Properties f dlbllfl•t Lt.Wt Factor (Unlt1eH) 3000 Design Code Parameters 41 e Cl>" is>, (Seismic) lPi.,,,,..,,; 0 t15 0 715 oe 004 Pier Leg Location, Length and Thickness ID LeftX, LeftY · RightX2 Right Yi i:n in in in Leg t 16Q0.0068 477.7198 1725 .. 4973 477.7206 Leg 1 16tl0.606$ 477 7198 1725.4973 477.7206 flexural Design for P.,. M..i and M,., Required Current Flexural IP-PW<X 0.0025 01'1 Length Thickness in m 34.8905 6 34.8905 6 Pu Mw:i M.a location Rebar Area (in') ReinfRatio Reinf Ratio Combo kip kip-ft klp*ft Top 0.5234 0.0025 0.0042 STR'TEOXNEG 6.104 --0.9677 •3.4647 Bottom 0.5234 0.0025 0.0042 STR7EOXNEG 7.855 0 -1.5941 Pier Ag in~ 209.343 209.3-43 Sh De. ear sign /< 2*Acv*sqrt(f'c) =23k Station ID Rebar Shear Combo pij Mv v.1/ I' Cl>V, •v~ Lo<.ation ln-"/ft kip klp-ft kiJ? kip kip Top Leg 1 0.18 STR5EQYPOS 12.0Hl •4.4142 0.5ft 10 015 28.S56 Bottom Leg 1 tUS STR5EQYPOS 15.305 3.157 iMISS 13 813 32.e54 Boundary Element Check Station ID Edge Governing Pw M.., Stress Limit C Depth C L.imtt Location Length (m) Combo kip kip-ft lbrm• in in Top-1.efl leg 1 0 STR5EC!Xneg 12.042 -3.91,86 eoo Not Required Top-Right leg 1 0 SiRSSC!Xrieg 10 781 :.U342 72.54 500 Not Required Bottom-Left leg 1 0 STR5EOXM1g 153211 •1.2557 es e 600 Nol Requ,,ed Botttom-Right leg 1 0 STR5EC!Xneg 15.3-05 3.157 104.23 600 Not Required Page 63 of 73 ETABS 2013 13 1 4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Material Properties Lt.Wt factor (Unttlen) Design Code Parameters •.(Seismic) 0 ll 0.65 0.75 0,1! 004 0.002s o.a Pier Leg Location, Lengttl and Thickness Station ID LeftX, LeftY, RightX, Right location in in in in Top Leg 1 1773.4973 477.7206 2003.4975 Bottom Leg t 1173.41173 477..7206 2003.4075 flexural Design for P,. M.a and M., Station Re-quired Required flexural Combo P~ kip Location Rebar Area iln1) Reinf Ratio Station Location Top--1.eft Top-Right Bottom-1.•fl Bottlom-Right Station Location Top Bottom ID 10 Edge Length (inJ Leg 1 0 Leg 1 0 L•g 1 0 Leg 1 0 Shear Design STR!\E.OXPOS 51,253 -100.424 40. 0.18 Boundary Elem1mtCheck .0007 <2* Acv*sqrt(f'c) 111v. kip 157.348 284,797 Page 64 of 73 ETA6S 2013 13, 1,4 Station (),9 Station Location Top Bottom Station ID Location Top Leg 1 Bottom L*Q 1 10 Edge ETABS 2013 Shear Wall Design AC! 318-11 Pier Design Pier Details Centroid Y (tn) l..LRF 188iU974 0,78 Material Properties Lt.Wt Factor (Unitlen) Design Code Parameters c,, (Seismic) 0,75 0.6 Pier Leg Location, Length and Thickness ID RightX2 RightY, Length Thickness in in in 2003,4975 477.731 Leg 1 2003.41175 471.7314 flexural Oeelgn for P,.. M..a and M.., Rebar ini/ft lUS (US flexund Combo STR7EQXNEG STR7EQXNEG Shear Dealgn Shear Combo P. M~ kip kip-ft STR5EQXPOS 51.253 -100.424 STR5EQXPOS 72 {116 350,4848 Boundary Element Cheek v~/ kif, 4CUffi2 4(l~2 in in 6 <2* Acv*sqrt(f'c) ,-~~,,, F Cl>V • -lt>V~ kip kip 157.348 281.548 160 597 284,797 StrHs Comp Stress Limit C Depth Location Length (in} lbtin~ lb Jin' C limit in Tep-Left Leg Top Leg 1 Bottom-le-ft L•g 1 Botttom-R ight Leg 1 0 Page 65 of 73 ETASS 2013 131.4 ETABS 2013 Shear Wall Design Story1 'Cl,T 09 Station location Top J Cl) C I 0.65 ID Leg 1 Leg 1 ACI 318~11 Pier Design Pier Details Material Properties Lt.Wt factor (U Design Code Parameters I Cl),, I i:111, (Seismic) I IPw.x I 0.75 I 06 I 004 Pier leg location, length and Thickness leftX. leftY, RightX2 RightY. in in in 1853.4973 157.7239 2004.495G 157. 1853.4973 157 7238 2004.4050 flexural Design for P" M..i and Mu, Station Required Required Current Flexural Combo loeatiofl Rebar Area (in1) Reinf Ratio Reinf Ratio IPu,11 Pu.,,.x 0.0025 0.8 Thickness Muz kip.ft Tep 00025 00034 STR7EC!XNEG 3132 4.8006 -41.3012 005.GQ2 Bottom 2.265 Shear Design Station ID Rebar Shear Combo p~ M, Locatiofl m•m kip kip.-ft Top Leg 1 O.UI STR7EOXNE.G 31.32 ·41.3012 Bcttom Leg 1 0 18 STR7EC!XNEG 3UOS .175 OOH Boundary Element Check Station 10 Edge Streas Comp Location length (in) lbf:ln• Top-Left Leg 1 0 78.65 Top-Right Leg 1 0 68.13 Boltom-lert L-s 1 0 STR5ECYNEG 70,041! 13g 7 Satttorn-,R,ght 0 STR5EQYNEG 5$.332 170.2615 1530(1 <2* Acv*sq rt(f'c) Streu limit lb/in• 600 eoo eoo eoo •v. kip C Depth in Not Requ,red Not Req11ired Not R•q;.1,r•d Req'Utred C Limit in Not Required Not Required Not R:,tquAred Not Requ,red Page 66 of 73 ETABS 2013 1314 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Pier ID Centroid X (in) Centroid Y (inl LLRF P13 1690.2473 1 Material Properties t hctor (Unitlen) 36049 Design Code Parameters $T 41c 41, 4>, (Seismic) IPw.x IP,mi P,t>.X O.ll 065 0 75 0.6 0.04 0.0025 o.e Pier Leg Location, Length and Thickness Station 10 LeftX, LeftY ,, RightX1 Right Y: Thickness Location in in in in in Top Leg 1 1642.4873 157.7222 1737.gg73 157.7231 5.5 6 Bottom Leg 1 H:142.4973 157.7222 1737.9973 157.7231 6 flexural Deeign for P .. Mi.a and M"3 Station Required Required Current Flexural PG M!.12 MIB Pier A, Location Rebar Area (in') Relnf Ratio Relnf Ratio Combo kip kip.ft kip.ft ln2 Top 14325 ll0025 00035 STR7EOXNEG 3.3.:8 0.914$ a.s1e9 573 Bottom 14325 0.0025 0.0035 = STR7EQXNEG 8 .. 121 I -0.0971 -437.1992 573 Shear Design <2* Acv*sqrt(f'c) =63k ID Rebar Shear Combo Po M;, CllVfi in2Jft kip kip~ft kip iop .eg 1 0 R5EQXrutg 14.487 16.0392 7. 64.314 115.884 Bottom 0.1a STR5EQXne,g 23482 .70 eot4 1.a1e 53 37g 104.Q4Q Boundary Element Check Station ID Edge Governing P., M. Stress Com Stress Limit C Depth C Limit Location Lngth (in) Combo kip kip~ lbfin1 lb/in* in in Top-Left 0 STR7EQYNEG 16. 125 -2.5653 31.52 600 Not Required Not Required Top-Right STR7EQYNEG 29.319' 12.8829 68.12 600 Not Required Not Required S01tom-left STR5EQYNEG se.21; ,3827215 113 er eoo Not Req;.,\red N<11 Requmtd Bofflom-Rignt STR!iEQYNEG 38.314 56.7744 14L57 600 NotRequi Net Required Page 67 of 73 ETABS 2013131.4 ETABS 2013 Shear Wall Design ACf 318-11 Pier Design Pier Details Material Properties Lt.Wt Factor (Unitlesa) Design Code Parameters ll) T <Sie 4>, 4),(Seismk:) IPw.x O.Q 065 075 oe 0.04 Pier Leg Location, Length and Thickness Station ID leftX, leftY, RightX1 RightY1 Location in in in in Top Leg 1 2004.4959 1573251 2004.4966 Bottom Leg 1 2-004.41159 157.7251 2004.4066 Station Required Required P., kip Location Re:bar Area (In') Reinf Ratio Top 0.0057 LLRF IPMlll P~w 0 0025 M..z kip.ft o.a THIS IS A C2 TIED nes LUMN WITH REINF RATIO OF .0172 M\&3 kip-ft Bottom 0.7236 0.0054 5.89 -0.539 -34.4008 1332479 Shear Design ;-<2*Acv*sqrt(f'c) =63k Station ID Rebar Shear Combo P. M. ~( CIIV, <IIV ~ Location ,n .. .lft kip kip-ft ki kip kip . iop L119 1 0.18 SiR5EQYNEG 3.709 6.1'1'72 5.065 17,058 Bottom L•g 1 {US STR5EQYNEG U\il -34.4008 6,172 s.osa ti.OS Boundary Element Check Station ID Edge Pu M .. Stress Comp CUmit Location Length (in) kip kip-ft lbfm' Top-Left Leg 1 0 12.563 -2.5009 155. 13 Top-Right L119 1 0 l!U.1442 275.711 Sottom-tefl L•g 1 0 283 71 Leg 1 0 222.05 eoo Page 68 of 73 ETABS 2013 13.14 ETABS 2013 Shear Wall Design ACl 318-11 Pier Design Pier Details Centroid X (in) Centroid Y (in~ hieknus (ln) LLRF 2003,Ml75 Material Properties E,(lblil\2• fdlbfm') Lt.WtFactor (Unitten) ~04900.5 3000 Design Code Parameters 4>,(Seismlc) 0.9 0 fl!S 0.7!5 o.e 0.04 Pier leg location, length and Thickness Station ID leftX, lettY, RightX2 RightY 2 Location kl in in in Top Leg 1 2003.4975 411t9824 2003.4975 477.7314 Bottom Leg 1 2003.4975 4H'UlS24 2003A975 477.7314 Flexural Design for P.,, M.a and M.a Station Required Required Cur~nt Flexural Pw Location Rebar Area (m1) Reinf Ratio Relnf Ratio Combo kip Top 1.2672 0.0037 0.0038 STR5EOYPOS 13.3tHi Bottom 1.0063 0.0029 0.0038 STR5EQYPOS Shear DHign Station ID Rebar Shear Combo P. M~ v., Lo~ation in'lft kip kip-ft kl$) iop Ltg 1 IUil Si1'!5EQYPOS 13.395 -152 .. 78& 27.30~ Bottom L~ 1 (US STR5EQYPOS 1U35 t47El11 27.309 Boundary Element Check Station ID Edge P. Location Length (in) kip Top-Left 0 Top-Righi LEi! 1 0 Elottom-4.•ft Log 1 0 Botllom-R,ght Leg 1 0 STR5EQYNEG 28.102 42.3G27 233 .. 65 0,1\lQ Pi.w o.e Mia M"3 kip-ft kip-ft 413811 -152 78e .9728 147.611 Pier Aa 1n2 34tH936 346.41l36 -<2* Acv*sqrt(f'c) /"'v¢-'~ o. lf,y,,, kip kip 3Ct741 eui:211 an9g e• . ..aa Page 69 of 73 ETABS 2013 13 1.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Oestgn Pier Details Centroid Y (in~ Length (inJ hicknna (lnl LLRF 3560033 Material Properties Lt.Wt Factor (UniUeH) Design Code Parameters $T (I> C 4>' Cl> .. (Seismic) IPw.-: IPM!H pl.W! 0.Q 0.65 0.75 0.6 004 00025 o.a Pier Leg Location, Length and Thickness Station 10 LeftX, LeftY. RightX2 Right Y, Thickness Location in in in in in Top Leg 1 1642.4Q75 27L2845 1642.4QQ6 440.7222 6 Bottom Leg 1 1642.4il75 27t2S45 11342.4QQ6 440.1222 e Flexural Design for P.., M.a and M,.,, Station Requifed Required Current flexural P~ M..:? MIIB Pier A; Location Rebar Area (In') Relnf Ratio Relnf Ratio Combo kip kip.ft kip-ft in' Top 2.541(!1 0.00:?5 0.0012 STR7EOXNEG 21.26;? .{l.4700 -17.7458 101tt6263 Bottom 2.54113 7EQXNEG 21H65 0.1375 -5'1.844 1016.6263 Shear Design <2*Acv*sqrt(f'c} =112k Station 10 Rebar Shear Combo P,. M., Cl>V ~ Location in2tft kip kq>-ft kip Top Leg 1 (US STR5EQYNEG 23.633 205.294 Bottom leg 1 0 1$ STR5EQYNEG 3g 592 ·310 207.Mr Boundary Element Check Station ID Edge P~ Stress Comp C Depth C Limit Location Length (in) kip lbfin2 in in Top-Left Leg t 0 31:L76 600 Not Required Not Required Top-Right Leg f 0 ll1.12 600 Not Rqqlrired Not R11quited Bottom-t.•ft Ugt 0 ss.e; eoo Not Re.qwr•d Not R11q1.lkr1td Bot11om-R,ght Leg 1 0 600 Not Required Nol Requmtd Page 70 of 73 ETABS 2013 131.4 ETABS 2013 Shear Wall Design ACl 318-11 Pier Design Pier Details LLRF Material Properties Lt.Wt Factor (Unitle (lbfin") Design Code Parameters Cl)T 4>c 4>v 4>, (Seismic) I tPi.w: I IP-I Pw,x M CUl5 0,75 0,6 t 0.04 f o.oois I a.a Pier Leg Location, Length and Thickness Station ID leftX, leftY, Right Xi Right Y. Length Thickness Location m in in in in in Top Leg 1 1642.4964 157.7222 11:142.4973 230.n22 73 6 Bottom Leg 1 1642.4004 157.7222 1642.4973 230.7222 73 6 flexural Oesign for P,. M.a and M,... Station Required Required Current flexural Combo P. kip M.a kip.ft Location Rebar Area (In') Reinf Ratio Reinf Ratio Top Bcttom 1.0115 Station 10 Location Top Leg 1 Bottom l•g 1 Station 10 location 00025 00035 STR7EQXHEG 14.071 0.4323 -8.9076 438 438 17.735 .0.006 -3.1U7 Sh De I ear s gn r< 2*Acv*sqrt(f'c) =48k Rebar Shear Combo Pu M. ¥" •v~ Cl>Vi tn'lft kip kip.-ft ki kip kip I 0.18 STR!iEQYHEG i.651 e.ao14 5"f62 48.798 88,218 O.HI $i'R5EQYHlitG 1!5526 .4gg71;12 5.11!12 ie sie ee.:w, Boundary Element Check P. M .. Stress Comp Stress limit C Depth C Limit kip kip-ft lb tin* IMn' in in 20.381 -8.2551 65.12 600 Not Required Nat Required 8.651 35.07 eoo Net Required Not Required 27 .. 257 15 1 eoo Not Reqwr•d Not Re(!Uvt•d 23.544 145.15 60:0 Not Required Not Required Page 71 of 73 ETABS 2013 131.4 ETABS 2013 Shear Wall Design ACI 318-11 Pier Design Pier Details Story ID Pier ID Centroid X (lnl Centroid Y (mt Length (in) Thickneu (in) LLRF Station Location Tep Bottom Story1 P18 1670.3725 271.2845 55.75 e 0.878 (PT (ll C 09 Cf:Hi Station ID Location Top Leg 1 Bottom Leg 1 Required Rebar Area (In') 0.83«12 0.83«12 Material Properties Obfin1) Lt.Wt Factor (Un 3000 Design Code Parameters ell, (l),(Seiamk:) 0 75 oe lP""'X 0 04 Pier Leg Location, Length and Thickness f Yt, (lbfin2 t 60000 IPww Pu,u; 00025 o.a LeftX, LeftY, RightX2 Right Y2 Length Thickness in in in in in irn 1642.4!175 271.2845 16SS.2475 271.2845 55.75 e 1642.4975 271.2845 1698.2415 271.2845 55.75 e Flexural Oea,gn for P.., M.a and M,;3 Current Flexural Pu Mo.a M.., Relnf Ratio Combo kip kip.ft kip,ft 5.73ll 0.4371,l ~OHi -36.0817 Pier A; in~ 334.5 334.5 Sh D I ear ea gn ;-<2* Acv*sqrt(f'c) =37k Station 10 Rebar Shear Combo P. M~ v~/ r:f>V t r:,,v. Location in2/ft kip kip-ft kiV kip kip Top Leg 1 o.,s STR5EQYPOS 5.711 76.7761 11.13~7 22.725 52.SS Sottom Le(l 1 0.18 STR5EQYPOS 11,041 -53.5361 t 1.847 21 gae 52.091 Boundary Element Check Station 10 Edge Govemino P., M. Stress Comp C Limit Location Length (in} Combo kip kip-ft lbfjni lb/in' in in Top-Left Leg 1 0 STR7EOYNEG 21.304 -10.2077 103.45 600 Not Required Top-Right Leg 1 0 STR7EQY 31.504 17. 124Q 1603 eoo NotReql.lired 9oltom-Len Leg 1 0 STR!'>EQY 367!'>5 ·11:1 $~3 1$074 600 t R,tquired Soittom-Right Leg 1 0 STR5EOY 24.102 2.!i576 81.93 600 tRequired Page 72 of 73 ETABS 2013 131.4 Story ID Story! ¢,T 0.1.l Station Location ETABS 2013 Shear Wall Design (I) C OJS5 ID ACI 318-11 Pier Design Pier Details Centroid Y (m• W!t7007 Material Properties t factor (UnffleH) Design Code Parameters 4>, 4>, ( Seism le) 0.7!5 OJ! lPtot....-.: 0.04 Pier Leg Location, Length and Thickness Right Ya In IPMlM 0.002:5 llRF 0.804 Pw.x (LS Top L~ 1 Botwm L 1 ---+H+l-~ A C2 Tl ED ___ _.___·•fil _ _,__ __ _,__ __ _,__ __ __._ ___ __.____-=--'--1:::rt:1'1::::\::1i'dtN WITH REIN F. Station Required Location Rebar Area (ln2) Top 1.5934 Bottom Shear Design Station 10 Rebar Shear Combo P. Mij Location in%Jft kip kip.ft Top Leg 1 (US 2!5.656 -7Ul3B1 Bottom L~ t 0,18 27,7715 i'Ul.lSS Boundary Element Check Station ID Edge Governing Streu Comp Location Length (int Combo lb/in• Top-Left Le,g 1 0 STR5EQXP Top-Right Leg 1 0 STR5EQXP Sottom-L•ft Ltg 1 0 STR5EQYPO$ Botltom-Right Le,g 1 0 STR5EQYP 0 RATIO OF .0172 -70381 13!!.038:5 71.1988 135.0385 •v. kip 1S.34 C Limit Page 73 of 73 - - - - - STRUCTURAL CALCULATIONS PACKAGE PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 TEL. 858.605.0937 FAX. 858.605.1414 E. info@pattersoneng.com HUTTON RESIDENCE 12640AKAVE. CARLSBAD, CA 92008 Prepared For: GREYMAR ASSOCIATES 1575 SPINAKER DR. SUITE 105-B VENTURA, CA 93001 November 18, 2013 Project Number: 2013-0126 Page 1 of 159 I~" •• •• "''"' .... .... -- - PATTERSON ENGINEERING, INC 4747 MISSION BL VD., SUITE 6 SAN DIEGO, CA 92109 STRUCTURAL CALCULATIONS TABLE OF CONTENTS l. STRUCTURAL BASIS OF DESIGN ................................................................... 3 2. LATERAL CALCULATIONS ........................................................................................... 9 3. VERTICAL CALCULATIONS ......................................................................................... 28 4. FOUNDATION CALCULATIONS ................................................................................... 139 Page 2 of 159 f'l!'lf '"'' - PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 STRUCTURAL BASIS OF DESIGN Page 3 of 159 STRUCTURAL BASIS OF DESIGN: PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 The project consist of a ground-up construction of a new single story residence and a detached two story garage with a granny flat at the second level. The two structures are to be constructed using Insulated Concrete Forms (ICF) for the exterior and interior walls and Lite Deck insulated forms for the concrete floors, joists and beams. The foundation consists of a concrete slab on grade and shallow continuous concrete footings. I. CODES ..... The governing building code will be the 2010 California Building Code (CBC) as based on the 2009 IBC (ASCE 7-05). .... , ,.. .. ..... ;;,',d Referenced concrete design code will be based on the 2008 American Concrete Institute Building Code Requirements for Structural Concrete (ACI 318-08) . Referenced Masonry design code will be based on the 2008 American Concrete Institute Building Code Requirements for Masonry Structures (ACI 530-08). Referenced steel design codes will be the AISC Specification for Structural Steel Buildings (AISC 360-05), and the AWS Structural Welding Code, ANSI/AWS Dl. land Dl.8 (current edition). ANSI/AF&PA NDS-2005 National Design Specification (NDS) for Wood Construction-with Commentary and, NDS supplement-Design Values for Wood Construction, 2005 Edition . Page 4 of 159 GOVERNING I CODE: '1,191 CONCRETE: 1~· MASONRY: !119, ., MORTAR: ... GROUT: •·· REINFORCING ... STEEL: ... STRUCTURAL STEEL: lo, ... WELDING: ,,. """' ""' BOLTS & ,,~~ THREADED ROD: ·-·Ir SAWN LUMBER: 1l;t11t I-JOISTS: ENGINEERED •flii.1¥ BEAMS: GLULAMS: ih.: SOIL: 1114 PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 DESIGN CRITERIA SUMMARY 2010 California Building Code f' c = 3000 PSI, SPECIAL INSPECTION (U.O.N.) ASTM C90, f' m = 1500 PSI, SPECIAL INSPECTION REQUIRED (U.O.N.) ASTM C270, f' c = 1800 PSI, TYPE S ASTM C476, f' c = 2000 PSI ASTM A651, Fy = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (U.O.N) ASTM A992, Fy = 50 KSI (ALL "W" SHAPES ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) E70 -T6 -TYP, FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS Shop welding to be in an approved fabricator's shop. Field welding to have continuous special inspection. All welding to be done by certified welders. ASTMF1554 DOUG FIR LARCH, ALLOW ABLE UNIT STRESSES PER 2010 CBC BOISE CASCADE -ICC EDR-1336 (BCI MEMBERS) BOISE CASCADE -ICC ESR-1040 (VERSA-LAM L VL MEMBERS) DOUGLAS FIR OR DOUGLAS FOR I HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F -V8 (CANTILEVERS) CODE MINIMUM Page 5 of 159 ,, ""' ,.,., ••• ,. ··- - - --- .... DESIGN LOADS 10" DECK ASSEMBLY ROOF LOADS: PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 Roofing ................................................................................................................................. = 7.0 psf 2" Concrete Lite Deck ........................................................................................................... = 25.0 psf Lite Deck Forms ..................................................................................................................... = 2 psf 1 O" Deep Concrete Beam .......................................................................................................... = 25 psf MEP ........................................................................................................................................ = 1.0 psf Gypsum Board ......................................................................................................................... = 3 psf Miscellaneous ......................................................................................................................... = 1~ Total Roof Dead Load ........................................................................................................................ = 64 psf Total Roof Live Load ......................................................................................................................... = 20.0 psf Total Roof Load ................................................................................................................................ = 84. psf 12" DECK ASSEMBLY ROOF LOADS: Roofing ................................................................................................................................. = 7.0 psf 2" Concrete Lite Deck ........................................................................................................... = 25.0 psf Lite Deck Forms ..................................................................................................................... = 2 psf 12" Deep Concrete Beam .......................................................................................................... = 31.25 psf MEP ........................................................................................................................................ = 1.0 psf Gypsum Board ......................................................................................................................... = 3 psf Miscellaneous ......................................................................................................................... = .75 psf Total Roof Dead Load ........................................................................................................................ = 70 psf Total Roof Live Load ......................................................................................................................... = 90.0 psf Total Roof Load ................................................................................................................................ = 84. psf Page 6 of 159 ... '''•H .... ----- - • -- FLOOR LOADS: PATTERSON ENGINEERING, INC 4747 MlSSlON BL VD., SUITE 6 SAN DIEGO, CA 92109 Flooring ................................................................................................................................. = 7.0 psf 2" Concrete Lite Deck ........................................................................................................... = 25.0 psf Lite Deck Forms ..................................................................................................................... = 2 psf 12" Deep Concrete Beam .......................................................................................................... = 31.25 psf MEP ........................................................................................................................................ = 1.0 psf Gypsum Board ......................................................................................................................... = 3 .0 psf Miscellaneous ......................................................................................................................... = . 75 psf Total Floor Dead Load ........................................................................................................................ = 70 psf Total Floor Live Load ......................................................................................................................... = 40.0 psf Total Floor Load ................................................................................................................................ = 110 psf CEILING LOADS: Ceiling Finish ............................................................................................................................. = 3.0 psf Ceiling Framing .......................................................................................................................... = 2.0__Q_§_[ Total Ceiling Dead Load ..................................................................................................................... = 5.0 psf Total Ceiling Live Load ..................................................................................................................... = 10.0 psf Page 7 of 159 ; Ii 111. "''' .,,_, .... ----- ... .... ..... EXTERJOR & INTERIOR 6" CONCRETE WALL LOADS: PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 3 Coat Stucco Finish ........................................................................................................ = 9.0 psf ICF Form .......................................................................................................................... = 1.0 psf 6" Concrete Wall. .............................................................................................................. = 75 psf Gypsum Board ................................................................................................................. = 3.0 psf Miscellaneous ................................................................................................................... = 2.0 I!fil Total Exterior Wall Dead Load .................................................................................................. = 90.0 psf INTERIOR WALL LOADS: Gypsum Board ................................................................................................................... = 3.0 psf Light Gauge Studs ............................................................................................................ = 1.0 psf Gypsum Board ................................................................................................................... = 3.0 psf Miscellaneous .................................................................................................................... = 2.0w Total Interior Wall Dead Load .................................................................................................... = 9.0 psf Page 8 of 159 ,, ,., .. , ii,. -- - - - - PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 LATERAL CALCULATIONS Page 9 of 159 11/20/13 Latitude and Longitude of a Point iTouchMap.com flilloblte _..rtd Ptft.ktqp ti4;1p:, Maps I Country· State I Places I Google Earth I Cities I Lat· Long Home ,, Latitude and Longitude of a Point To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the ... Address: [1264 Oak Avenue, 92008 Map Center: Get Address -Land Plat Size -Street View-Area Photographs Try out 30 Google Earth. Google Earth gives you a 30 look of the area around the center of the map, vmich is usually your last click point, and includes latitude, longitude and elevation information. . . HOW DO YOU FEED THE PLANET? CREATE A BETTER GROWING ENVIRONMENT. • Ai\!tliOl!it: sdutiaM fflll!I c:ze lff • --~-----------= --~------- I Clear I Reset ] I Remow Last Blue Marker J [ Center Red Marker ) Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: ~094 -. ------- Longitude: F117.339312 Degrees Minutes Latitude: ~-Ls····-·····-· Longitude: § ·-··· .. www.itouchmap.com11atlong .html Seconds ~~~­ [~1.52!~- CASEHI aaa,,om.1, Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long -for S Lat or W Long. Example: +40.689060 -74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: r· ---------------------- Decimal Deg. Longitude: ·-1 cs;:;-~;;1 Example:+34 40 50.12 for34N40'50.12" Degrees Minutes Seconds Latitude: [~~ _·_ L ______ _ Longitude: r· © iTouchMap.com 2007-201 3 , X +2 FREE Phone S stem WITH BUSlNESS ALL-JN-ONE ... TODAY. Page 10 of 159 1/1 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.164094 Longitude = -117. 339312 Spectral Response Accelerations Ss and S 1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.281 (Ss, Site Class B) 1.0 0.483 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.164094 Longitude= -117.339312 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class 0-Fa= 1.0 ,Fv = 1.517 Period Sa (sec) (g) 0.2 1.281 (SMs, Site Class D) 1.0 0.732 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.164094 Longitude= -117.339312 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class 0-Fa= 1.0 ,Fv = 1.517 Period Sa (sec) (g) 0.2 0.854 (SDs, Site Class D) 1.0 0.488 (S01, Site Class D) Page 11 of 159 - - -.. 1111 .. I I .. • .. • • .. Seismic Mass Calculations Single Story Residence Area= 1971 sqft Dl= 64 psf " 11-,1' Tributary walls l·N· Ext Wall Type 1 Area = 2848 sqft. ,,,j. Ext Wall Type 1 DL = 90 psf Interior Wall Type 1 Area= 451 ft ·-Interior Wall Type 1 DL = 90 psf Glass Area= 589 sqft. -Glass DL = 10 psf Interior Wall length= 2197 ft -Interior Wall DL = 9 psf Roof Seismic Mass = 287.4305 k ~~ Two Story Garage and Flat Roof ...,..,1 Area= 793 sqft Dl= 70 psf -Tributary walls --Ext Wall Type 1 Area = 1146.5 sqft. Ext Wall Type 1 DL = 90 psf -Glass Area= 84.5 sqft. -Glass DL = 10 psf Interior Wall length= 738 ft -Interior Wall DL = 9 psf Roof Seismic Mass= 110.846 k -2nd Level -Area= 769.5 sqft Dl= 70 psf -Page 12 of 159 "'\ - Tributary walls Ext Wall Type 1 Area = Ext Wall Type 1 DL = Glass Area= Glass DL = Interior Wall length = Interior Wall DL = Roof Seismic Mass = 1070 sqft. 90 psf 253 sqft. 10 psf 0 ft 9 psf 158.616 k Page 13 of 159 - • • -Iii • .. • .. .. .. • II • • • • "' ''" •• - - ---- - - Architect Project: Static Seismic Base Shear 2010 CBC (ASCE/SEI 7-05) Occupancy Category: I or II R= 4 I= 1 Lat= 34.04462 Long= -118.54564 Site Class: Ss= S,= Fa= Fv = Sos= 2/3*FaSs = So, = 2/3*FvS1 = D 1.281 0.483 1 1.5 0.854 > 0.50g 0.483 > 0.20g ASCE table 1-1 ASCE table 12.2-1 Ordinary Concrete shear walls Importance factor, ASCE table11.5-1 From A (hard) to E (soft) Spectral acceleration for short periods Spectral acceleration for one-second period Site coefficient Table 11.4-1 Site coefficient Table 11.4-2 Seismic design category D Seismic design category D Seismic design category for this structure is: D All other structural systems Structure Type: hn = 14 ft Height of the building c,= x= Ta= C, (hn)' = Cu= Cu Ta= T model= T= Seismic response coefficient: 0.02 0.75 0.14 sec 1.4 0.20 sec 0.20 sec 0.20 sec Cs= Sos/(R/1) = 0.214 Cs need not exceed following: Cs = So, /[(R/l)n = 0.596 Cs shall not be taken less than: Cs= 0.010 Eq. 12.8-7 Table 12.8-1 Upper limit of T Actual period from computer model Period used for base shear calculation Eq. 12.8-2 Eq. 12.8-3 Eq. 12.8-5 For structures located where S,? 0.6g, Cs shall not be taken less than: Cs= 0.5S, /(R/1) = NIA Eq. 12.8-6 Cs= 0.214 g V= CsW = 0.214 W Base shear Base Shear -Single Story House 11/24/20135:00 PM Job# Date: 11/24/2013 Engineer: kfse Page 14 of 159 12 Appendix for /BC (Independent to main sheet) Vertical Distribution of Seismic Forces W= V= V= Fx = (V) wxh/ I ?w;h;k T= k= Levelx ROOF 287.5 kips 0.214 W 61.4 kips 0.30 sec 1.00 Ax (fr') wx(kips 1971 288 288 Diaphragm Shear Froces ForT < 0.5 sec hx (ft) wxh/ k-ft 14.00 4025 100.0% 4025 100% Levelx w x(k) ?w; (k) F x (k) F px min (k) F x max (k) ROOF 287.5 287.5 61.4 49.1 98.2 Fpxmin = 0.2·S0s·l·wp, Fpxmax = 0.4·Sos·l·wpx Base Shear -Single Story House (ASCE 7-05 Eqn. 12.10-1) 11/24/20135:00 PM Fx kips ?Fx(p Vx(kips) 61.4 61.4 61.4 61.4 61.4 F X (k) 61.4 Vx(psf 31.1 22 Page 15 of 159 - • • Ill • II • • .. I • • • .. • • ,, " - """ --- ..... .... -· - ------ - Architect Project: Static Seismic Base Shear 2010 CBC (ASCE/SEI 7-05) Occupancy Category: R= I= I or II 4 Lat= 34.04462 Long= -118.54564 Site Class: Ss= S,= Fa= Fv= Sos= 2/3*FaSs = So, = 2/3*FvS1 = D 1.281 0.483 1 1.5 0.854 > 0.50g 0.483 > 0.20g ASCE table 1-1 ASCE table 12.2-1 Ordinary reinforced Concrete Shear Walls Importance factor, ASCE table11.5-1 From A (hard) to E (soft) Spectral acceleration for short periods Spectral acceleration for one-second period Site coefficient Table 11.4-1 Site coefficient Table 11.4-2 Seismic design category D Seismic design category D Seismic design category for this structure is: D Structure Type: hn = All other structural systems 21 ft Height of the building C,= x= T. = C, (hn)' = Cu= CuTa = T model= T= Seismic response coefficient: 0.02 0.75 0.20 sec 1.4 0.27 sec 0.27 sec 0.27 sec Cs= Sos/(R/1) = 0.214 Cs need not exceed following: Cs= So, l[(R/l)Tl = 0.440 Cs shall not be taken less than: Cs= 0.010 Eq. 12.8-7 Table 12.8-1 Upper limit of T Actual period from computer model Period used for base shear calculation Eq. 12.8-2 Eq. 12.8-3 Eq. 12.8-5 For structures located where S,? 0.6g, Cs shall not be taken less than: Cs= 0.5S, /(R/1) = N/A Eq. 12.8-6 Cs= 0.214 g V=CsW = 0.214 W Base shear Base Shear -2 story garage 11/24/20135:01 PM Job# Date: 13120 11/24/2013 Engineer: kfse Page 16 of 159 12 Appendix for /BC (Independent to main sheet) Vertical Distribution of Seismic Forces W= V= V= Fx = (V) wxh/ I ?w;h;k T= 270.0 kips 0.214 W 57.6 kips k= 0.30 sec 1.00 For T < 0.5 sec I Levelx Ax ft2 wx (kips hx ft ROOF 793 111 21.00 2nd 793 159 11.00 270 Diaphragm Shear Froces Levelx W0x (k) ?w; (k) Fox (k) ROOF I 341.0 I 111.0 I 101.2 I 2nd I 159.0 I 210.0 I 33.9 I Fpxmin = 0.2·Sos·l·Wpx Fpxrnax = 0.4·Sos·l·Wpx Base Shear -2 story garage Wxh/ k-ft 2331 57.1% 1749 42.9% 4080 57% Fox min (k) Fpx max (k) 58.2 I 116.5 27.2 I 54.3 (ASCE 7-05 Eqn. 12.10-1) 11/24/20135:01 PM Fx (kips ?Fx (psf Vx(kips 32.9 32.9 32.9 24.7 57.6 24.7 57.6 57.6 Fox {k) Fox (psf) 101.2 127.6 33.9 42.8 Vx(ps 41.5 31.2 22 Page 17 of 159 .... • • • • .. .. -.. • • • Ill ETABS MODEL PLAN WITH PIER LABELS ,, + + -+ + + + + + ETABS MODEL PLAN DIAPHRAGM CENTER OF MASS -- - - ----- •• Page 18 of 159 ·-- I I I z ~). X ETABS MODEL EQX DEFLECTION ETABS MODEL EQY DEFLECTION ........ Page 21 of 159 I I I I ETABS MODEL 2 STORY GARAGE ROOF SECTION PROP. + -- ETABS MODEL 2 STORY GARAGE ROOF SECTION PROP. + + + ..... X + I ' - - - ige 22 of 159 ETABS MODEL ROOF PLAN WITH PIER LABELS \ .. ,-P.8 u u ETABS MODEL FLOOR PLAN WITH PIER LABELS Page 23 of 159 - - .. - • .. • • Ill • .. • • .. II • • • • .. • .. 1111 • • • ETABS MODEL ROOF PLAN DIAPHRAGM CENTER OF MASS ,, .. ,, .. -- --~. ETABS MODEL FLOOR PLAN DIAPHRAGM CENTER OF MASS --- --- -----Page 24 of 159 - I I I z ~). X ETABS MODEL EQX DEFLECTION ETABS MODEL EQY DEFLECTION ........ Page 21 of 159 I I I I ,, UI -· - --- - PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 VERTICAL CALCULATIONS Page 28 of 159 er l) er ROOF GRAVITY FRAMING PLAN Cf T cp I LI 11 I LI LI LI LI LI w, w, (1~--F' I ... ..... 1~:1 -_IL [IT ------CD F -.... II II OJJ--/lL u I n ·I II II r~ CD-1 Ii II 11 1,, I I CD-1 n II _J -,~::;J " "J : f c:: -_JI r;=---, w,_.,.-I l II I I.I -~-----i ii 'I 11 ~_,ii U •-w, II ==i ==r C 7""."c-c.~ f' ;;..-.:fill! + II -----------I I -----J -cc. _____ Ji c_ w I rr--rL/ I 11 CD-1 CD---L, ~1 I ---,___~rr ,~ ~~) I lf '-W1 ~ \ru ' ( _ 1 ~ wVlJ I [~ (j}--- \ [QJ \QJ \QJ L!e!J Lh!J L!e!J c! I I I I I I cb ~ cb cb ~ Page 29 of 159 • •• a • & ,.,I L.,,I •,~• •.• .. ._ -S • I-I I I r 1 r 1 ... l 1 IH•H .. '''" 1T .J(I ~l cf (~)~-~---· -·--~ ==~===.--------,,........, I '' Cl '"J" -fi i)1 . .. Ir &---~_..., j_ __ LJ1-----_ J_ ---------: ~ ---8 ~ '' l_,, '' '' I I (~ er ~ I I / ' (~; 0 0 ,·lJ::i '' ' '' ··lJ-'' ' '' a cl) I) ~ ----(0 I ' I ::i I ~---e \•.J 0 [_) ::i ~-::i 0, l!) ~ 0 0 <') a, Ol "' 0.. Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block" selection. Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 -----s---·~--~~ .. -··-----.s·- i Concrete Beam Printed. 3 DEC 2013, 10:32PM Fikl = C:\Users\defult\Oropbox\13'f40MICACLUL-1\models\Enercalc\HUTTON~1.EC6 ,. EWl:RCALC.~. 1983-2013, .13.8.20, Ver:6.13.8.20 ,., .... Description : L2 (LINTEL) WORST CASE Uniform Load CODE REFERENCES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set: ASCE 7-02 ~~terialJ>roptll"t!es fc = fr= fc 112 * 7.50 3.0ksi 410.792 psi 145.0 pcf d> Phi Values Flexure: 0.90 Shear : 0. 750 \JI Density A LtWt Factor Elastic Modulus fy-Main Rebar E -Main Rebar 1.0 3,122.0 ksi 60.0 ksi 29,000.0 ksi Fy -Stirrups E -Stirrups Stirrup Bar Size # = Number of Resisting Legs Per Stirrup = Load Combination ASCE 7-02 Cross Section & Reinforcing Details Rectangular Section, Width= 6.0 in, Height= 16.0 in Span #1 Reinforcing .... 0.850 40.0ksi 29,000.0 ksi # 3 2 D(0.91) L(0.52) 6" wx 16" h Span=10.0 ft " "' 6 in 1-#7 at 2.0 in from Bottom, from 0.0 to 10.0 ft in this span 1-#7 at 2.0 in from Top, from 0.0 to 10.0 ft in this span __ Applied Loads ____ _ Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.910, L = 0.520 kif!, Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.693: 1 Section used for this span Typical Section Mu: Applied 24.050 k-ft Mn• Phi : Allowable 34.693 k-ft Load Combination + 1.20D-+-0.50Lr+1.60L + 1.60H Location of maximum on span 5.000ft Span# where maximum occurs Span # 1 Vertical Reactions • Unfactored Load Combination Support 1 Overall MAXimimi 7.150 D Only 4.550 L~ly noo D+L 7.150 Shear Stirrup Requirements Support 2 7.150 4.550 2.600 7.150 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 . Between 0.00 to 3.22 fl, PhiVc/2 <Vu<= PhiVc, Req;d Vs= Min 11.4.5.1, use stirrups spaced at Between 3.24 to 6.76 fl, Vu< PhNc/2, Req'd Vs= Not Reqd, use stirrups spaced at 0.000 in Between 6.78 to 9.98 fl, PhiVc < Vu, Req'd Vs= 1.939, use stirrups spaced at 7.000 in 7.006 in Maximum Forces & Stresses for Load Combinations Load Combination Segment Length MAXimum BENDING Envelope Span#1 +1.400 Span# .. L~~;;,; (~)-~ ~--:-BendingStress Results ( k-fl) in Span Mu : Max Phi*Mnx Stress Ratio 10.000 24.05 34.69 0.69 Design OK 0.073 in Ratio= 0.000 in Ratio= 0.119in Ratio= 0.000 in Ratio= 1646 0<360 1005 999<180 Page 31 of 159 I• .. • .. .. I I I I I I I I Title Block Line 1 Project Title: Project ID: You can change this area Engineer: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. Title Block Line 6 Printed. 3 DEC 2013, 10:32PM I-Concrete_· Beam ...... File;_ C:\lJsersldefult\Dropbox\131~-1\CACUJL.,1\mpdels\Enercalc\HUT:TOtf.:1£C6 . . lt,,IC.1~2013, Build:6.13.8.20, Ver:6.13.8,20 1.~ , . ·'-. ,, I 1,1 I!,, . Description : L2 (LINTEL) WORST CASE Uniform Load Load Combination Location (ft) Bending Stress Results ( k-ft) Segment Length Span# in Span Mu :Max Phi*Mnx Stress Ratio Span# 1 1 10.000 15.92 34.69 0.46 +1.20D+0.50Lr+1.60L +1.60H Span# 1 10.000 24.05 34.69 0.69 +1.20D+1.60L +0.50S+1.60H Span# 1 10.000 24.05 34.69 0.69 +1.20D+1.60Lr+D.50L Span# 1 10.000 16.90 34.69 0.49 +1.20D+1.60Lr+0.80W Span# 1 10.000 13.65 34.69 0.39 + 1.200+0.SOL + 1.60S Span# 1 10.000 16.90 34.69 0.49 +1.20D+1.60S+0.80W Iii Span# 1 +1.200+0.SOLr+O.SOL +1.60W 10.000 13.65 34.69 0.39 Span# 1 10.000 16.90 34.69 0.49 +1.200+0.SOL +0.50S+1.60W Span# 1 10.000 16.90 34.69 0.49 ., .. +1.200+0.SOL +0.20S+E Span# 1 10.000 16.90 34.69 0.49 +0.90D+1.60W+1.60H Span# 1 10.000 10.24 34.69 0.30 +0.90D+E+1.60H Span# 1 1 10.000 10.24 34.69 0.30 Overall Maximum Deflections -Unfactored Loads ----·---------__ ,, _____ , Load Combination Span Max."-' Deft Location in Span Load Combination Max.'+' Deft Location in Span D+L 1 0.1194 4.900 0.0000 0.000 Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest ---+f20D+l60L+0.50S+1.60H 000 14.00 9.62 9.62 0.00 1.00 7.68 PhiVc< Vu 1.939 20.9 7.0 7.0 +1.200+1.60L +0.50S+1.60H 0.02 14.00 9.58 9.58 0.21 1.00 7.68 PhNc<Vu 1.896 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.04 14.00 9.53 9.53 0.43 1.00 7.68 PhiVc < Vu 1.853 20.9 7.0 7.0 + 1.200+ 1. 60L +O .SOS+ 1.60H 0.07 14.00 9.49 9.49 0.64 1.00 7.68 PhiVc < Vu 1.810 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.09 14.00 9.45 9.45 0.85 1.00 7.68 PhNc< Vu 1.768 20.9 7.0 7.0 +1.200+1.60L +0.50S+1.60H 0.11 14.00 9.41 9.41 1.06 1.00 7.68 PhiVc < Vu 1.725 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.13 14.00 9.36 9.36 1.27 1.00 7.68 PhiVc<Vu 1.682 20.9 7.0 7.0 + 1.200+ 1. 60L +O .SOS+ 1.60H 0.16 14.00 9.32 9.32 1.47 1.00 7.68 PhiVc < Vu 1.639 20.9 7.0 7.0 +1.20D+1.60L +O 50S+1.60H 0.18 14.00 9.28 9.28 1.68 1.00 7.68 PhiVc < Vu 1.597 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.20 14.00 9.24 9.24 1.89 1.00 7.68 PhiVc < Vu 1.554 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.22 14.00 9.19 9.19 2.09 1.00 7.68 PhiVc < Vu 1.511 20.9 7.0 7.0 + 1.200+ 1.60L +O SOS+ 1.60H 0.24 14.00 9.15 9.15 2.29 1.00 7.68 PhiVc < Vu 1.468 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.27 14.00 9.11 9.11 2.50 1.00 7.68 PhiVc < Vu 1.426 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.29 14.00 9.06 9.06 270 1.00 7.68 PhiVc < Vu 1.383 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.31 14.00 9.02 9.02 2.90 1.00 7.68 PhiVc < Vu 1.340 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.33 14.00 8.98 8.98 3.10 1.00 7.68 PhiVc < Vu 1.297 20.9 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 3.30 1.00 7.68 PhiVc < Vu 1.255 20.9 7.0 7.0 0.36 14.00 8.94 8.94 +1.20D+1.60L +0.50S+1.60H 0.38 14.00 8.89 8.89 3.50 1.00 7.68 PhiVc < Vu 1.212 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.40 14.00 8.85 8.85 3.69 1.00 7.68 PhiVc < Vu 1.169 20.9 7.0 7.0 -+1.200+1.60L +0.50S+1.60H 0.42 14.00 8.81 8.81 3.89 1.00 7.68 PhiVc < Vu 1.126 20.9 7.0 7.0 +1.200+1.60L +0.50S+1.60H 0.44 14.00 8.76 8.76 4.09 1.00 7.68 PhNc< Vu 1.084 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.47 14.00 8.72 8.72 4.28 1.00 7.68 PhiVc < Vu 1.041 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.49 14.00 8.68 8.68 4.47 1.00 7.68 PhiVc < Vu 0.9981 20.9 7.0 7.0 ·-+1.20D+1.60L +0.50S+1.60H 0.51 14.00 8.64 8.64 4.67 1.00 7.68 PhiVc < Vu 0.9554 20.9 7.0 7.0 + 1.20D+1.60L +0.50S+1.60H 0.53 14.00 8.59 8.59 4.86 1.00 7.68 PhiVc < Vu 0.9126 20.9 7.0 7.0 _., +1.20D+1.60L +0.50S+1.60H 0.56 14.00 8.55 8.55 5.05 1.00 7.68 PhiVc < Vu 0.8699 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.58 14.00 8.51 8.51 5.24 1.00 7.68 PhiVc < Vu 0.8271 20.9 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 0.60 14.00 8.47 8.47 5.43 1.00 7.68 PhiVc < Vu 0.7844 20.9 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.62 14.00 8.42 8.42 5.61 1.00 7.68 PhiVc < Vu 0.7416 Page ~gf 15rJ-O 7.0 +1.200+1.60L +0.50S+1.60H 0.64 14.00 8.38 8.38 5.80 1.00 7.68 PhiVc < Vu 0.6989 20.9 7.0 7.0 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr. [Qi>b~~~te Beam · · ~~ .. ~.~ .. Description : Detailed Shear Information Span Load Combination Number + f2C5D+ 1.60l+O SOS+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1. 60L +0.SOS+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L +0.SOS+ 1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L +O.SOS+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.20D+ 1.60L +O .SOS+ 1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.200+1.60L+0.S0S+1.60H + 1.20D+ 1. 60L +0.SOS+ 1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.20D+1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60L +O .SOS+ 1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +O.S0S+1.60H + 1.200+ 1.60L +0.SOS+ 1.60H +1.20D+1.60L +O.S0S+1.60H + 1.200+1.60L +0.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.20D+ 1. 60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60L +O.SOS+ 1.60H Distance 'd' (ft) (in) 0.67 14.00 0.69 14.00 0.71 14.00 0.73 14.00 0.76 14.00 0.78 14.00 0.80 14.00 0.82 14.00 0.84 14.00 0.87 14.00 0.89 14.00 0.91 14.00 0.93 14.00 0.96 14.00 0.98 14.00 1.00 14.00 1.02 14.00 1.04 14.00 1.07 14.00 1.09 14.00 1.11 14.00 1.13 14.00 1.16 14.00 1.18 14.00 1.20 14.00 1.22 14.00 1.24 14.00 1.27 14.00 1.29 14.00 1.31 14.00 1.33 14.00 1.36 14.00 1.38 14.00 1.40 14.00 1.42 14.00 1.44 14.00 1.47 14.00 1.49 14.00 1.51 14.00 1.53 14.00 1.56 14.00 1.58 14.00 1.60 14.00 1.62 14.00 1.64 14.00 1.67 1.69 1.71 1.73 1.76 1.78 1.80 1.82 1.84 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Vu (k) Actual Design 8.34 8.34 8.29 8.25 8.21 8.17 8.12 8.08 8.04 8.00 7.95 7.91 7.87 7.82 7.78 7.74 7.70 7.65 7.61 7.57 7.52 7.48 7.44 7.40 7.35 7.31 7.27 7.23 7.18 7.14 7.10 7.05 7.01 6.97 6.93 6.88 6.84 6.80 6.76 6.71 6.67 6.63 6.58 6.54 6.50 6.46 6.41 6.37 6.33 6.29 6.24 6.20 6.16 6.11 6.07 8.29 8.25 8.21 8.17 8.12 808 8.04 8.00 7.95 7.91 7.87 7.82 7.78 7.74 7.70 7.65 7.61 7.57 7.52 7.48 7.44 7.40 7.35 7.31 7.27 7.23 7.18 7.14 7.10 7.05 7.01 6.97 6.93 6.88 6.84 6.80 6.76 6.71 6.67 6.63 6.58 6.54 6.50 6.46 6.41 6.37 6.33 6.29 6.24 6.20 6.16 6.11 6.07 Mu d"Vu/Mu (k-ft) 5.99 1.00 6.17 6.35 6.54 6.72 6.90 7.08 7.26 7.44 7.61 7.79 7.97 8.14 8.31 8.49 8.66 8.83 9.00 9.17 9.33 9.50 9.67 9.83 10.00 10.16 10.32 10.48 10.64 10.80 10.96 11.12 11.27 11.43 11.58 11.74 11.89 12.04 12.19 12.34 12.49 12.64 12.78 12.93 13.07 13.22 13.36 13.50 13.64 13.78 13.92 14.06 14.20 14.34 14.47 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.96 0.94 0.92 0.90 0.88 0.86 0.84 0.82 0.80 0.79 0.77 0.76 0.74 0.73 0.71 0.70 0.68 0.67 0.66 0.65 0.63 0.62 0.61 0.60 0.59 0.58 0.57 0.56 0.55 0.54 0.53 0.52 0.51 0.51 0.50 0.49 Phi"Vc (k) 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 Comment PhiVc<Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc<Vu 7.68 PhiVc < Vu 7.68 PhiVc/2 <Vu<= 7.67 PhiVc/2 <Vu<= 7 .64 PhiVc/2 < Vu <= 7.61 PhiVc/2 <Vu<= 7.59 PhiVc/2 < Vu <= 7.57 PhiVc/2 <Vu<= 7.54 PhiVc/2 <Vu<= 7 .52 PhNc/2 < Vu <= 7.50 PhiVc/2 <Vu<= 7.48 PhiVc/2 <Vu<= 7.46 PhiVc/2 < Vu <= 7.44 PhiVc/2 <Vu<= 7.42 PhiVc/2 <Vu<= 7.41 PhiVc/2 <Vu<= 7 .39 PhiVc/2 < Vu <= 7.37 PhiVc/2 <Vu<= 7 .36 PhiVc/2 < Vu <= 7 .34 PhiVc/2 < Vu <= 7.33 PhiVc/2 < Vu <= 7.31 PhNc/2 <Vu<= 7.30 PhiVc/2 <Vu<= 7.28 PhiVc/2 <Vu<= 7 .27 PhiVc/2 < Vu <= 7.26 PhiVc/2 < Vu <= 7.24 PhiVc/2 <Vu<= 7.23 PhiVc/2 <Vu<= 7 .22 PhiVc/2 < Vu <= 7.21 PhiVc/2 <Vu<= 7.20 PhiVc/2 <Vu<= 7.19 7.18 7.16 7.15 7.14 7.13 7.13 7.12 7.11 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi"Vs (k) 0.6561 0.6133 0.5706 0.5278 0.4851 0.4423 0.3996 0.3568 0.3141 0.2713 0.2285 0.1858 0.1430 0.1003 0.05752 0.01476 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Project ID: Phi"Vn Spacing (in) (k) Req'd Suggest 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.8 7.0 7.0 20.8 7.0 7.0 20.8 7.0 7.0 20.8 7.0 7.0 20.7 7.0 7.0 20.7 7.0 7.0 20.7 7.0 7.0 20.7 7.0 7.0 20.7 7.0 7.0 20.6 7.0 7.0 20.6 7.0 7.0 20.6 7.0 7.0 20.6 7.0 7.0 20.6 7.0 7.0 20.6 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 20.4 20.4 20.4 20.3 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.3 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.3 7 .0 Min 11.4.5 20.3 7.0 Min 11.4.5age iHf 159r.o ,., - " .. • I • • I • Ii • Ii 11111 • II • -11111 II • ..... ..... •• - - .... Title Block Line 1 You can change this area using the 'Settings" menu item and then using the 'Printing & Title Block' selection. Title Block_Lirre_6 -~·---··-·-_____ _ / ·con~re.te_ Beam I.! It .. Description : L2 (LINTEL) WORST CASE Uniform Load Detailed Shear Information Load Combination +1.20D+1.60L +b.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +Q .50S+ 1.60H +1.20D+160L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+ 1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1. 200+ 1. 60L +O. 50S+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +Q .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1. 60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H Span Number Distance 'd' (ft) (in) 1.87 14.00 1.89 14.00 1.91 14.00 1.93 14.00 1.96 14.00 1.98 14.00 2.00 14.00 2.02 14.00 2.04 14.00 2.07 14.00 2.09 14.00 2.11 14.00 2.13 14.00 2.16 14.00 2.18 14.00 2.20 14.00 2.22 14.00 2.24 14.00 2.27 14.00 2.29 14.00 2.31 14.00 2.33 14.00 2.36 14.00 2.38 14.00 2.40 14.00 2.42 14.00 2.44 14.00 2.47 14.00 2.49 14.00 2.51 14.00 2.53 14.00 2.56 14.00 2.58 14.00 2.60 14.00 2.62 14.00 2.64 14.00 2.67 14.00 2.69 14.00 2.71 2.73 2.76 2.78 2.80 2.82 2.84 2.87 2.89 2.91 2.93 2.96 2.98 3.00 302 3.04 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Vu (k) Actual Design 6.03 6.03 5.99 5.99 5.94 5.90 5.86 5.81 5.77 5.73 5.69 5.64 5.60 5.56 5.52 5.47 5.43 5.39 5.34 5.30 5.26 5.22 5.17 5.13 5.09 5.05 5.00 4.96 4.92 4.87 4.83 4.79 4.75 4.70 4.66 4.62 4.57 4.53 4.49 4.45 4.40 4.36 4.32 4.28 4.23 4.19 4.15 4.10 406 4.02 3.98 3.93 3.89 3.85 3.81 3.76 5.94 5.90 5.86 5.81 5.77 5.73 5.69 5.64 5.60 5.56 5.52 5.47 5.43 5.39 5.34 5.30 5.26 5.22 5.17 5.13 5.09 5.05 5.00 4.96 4.92 4.87 4.83 4.79 4.75 4.70 4.66 4.62 4.57 4.53 4.49 4.45 4.40 4.36 4.32 4.28 4.23 4.19 4.15 4.10 4.06 4.02 3.98 3.93 3.89 3.85 3.81 3.76 Project Title: Engineer: Project Descr: Ml d*Vu/Mu (k-ft) 14.61 0.48 14.74 0.47 14.87 15.00 15.13 15.26 15.39 15.52 15.65 15.77 15.90 16.02 16.14 16.27 16.39 16.51 16.63 16.75 16.86 16.98 17.09 17.21 17.32 17.44 17.55 17.66 17.77 17.88 17.98 1809 18.20 18.30 18.41 18.51 18.61 18.71 18.81 18.91 19.01 19.11 19.20 19.30 19.39 19.49 19.58 19.67 19.76 19.85 19.94 20.03 20.12 20.20 20.29 20.37 0.47 0.46 0.45 0.44 044 0.43 0.42 0.42 0.41 0.40 0.40 0.39 0.39 0.38 0.37 0.37 0.36 0.36 0.35 0.35 0.34 0.34 0.33 0.33 0.32 0.32 0.31 0.31 0.30 0.30 0.30 0.29 0.29 0.28 0.28 0.27 0.27 0.27 0.26 0.26 0.25 0.25 0.25 0.24 0.24 0.24 0.23 0.23 0.23 0.22 0.22 0.22 Phi*Vc (k) 7.10 7.09 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= 7 .08 PhiVc/2 < Vu <= 7.07 PhiVc/2 <Vu<= 7 .06 PhiVc/2 <Vu<= 7 .06 PhiVc/2 < Vu <= 7 .05 PhiVc/2 < Vu <= 7 .04 PhiVc/2 <Vu<= 7.03 PhiVc/2 <Vu<= 7 .03 PhiVc/2 < Vu <= 7 .02 PhiVc/2 < Vu <= 7.01 PhiVc/2 <Vu<= 7.00 PhiVc/2 <Vu<= 7.00 PhiVc/2 <Vu<= 6.99 PhiVc/2 < Vu <= 6.98 PhiVc/2 <Vu<= 6.98 PhiVc/2 <Vu<= 6.97 PhiVc/2 <Vu<= 6.97 PhiVc/2 <Vu<= 6.96 PhiVc/2 <Vu<= 6.95 PhiVc/2 <Vu<= 6.95 PhiVc/2 <Vu<= 6. 94 PhiVc/2 < Vu <= 6.94 PhiVc/2 <Vu<= 6.93 PhiVc/2 <Vu<= 6.92 PhiVc/2 <Vu<= 6. 92 PhiVc/2 < Vu <= 6.91 PhiVc/2 <Vu<= 6.91 PhiVc/2 < Vu <= 6.90 PhiVc/2 <Vu<= 6.90 PhiVc/2 < Vu <= 6.89 PhiVc/2 <Vu<= 6.89 PhiVc/2 <Vu<= 6.88 PhiVc/2 <Vu<= 6.88 PhiVc/2 <Vu<= 6.87 PhiVc/2 <Vu<= 6.87 PhiVc/2 < Vu <= 6.86 PhiVc/2 <Vu<= 6.86 6.86 6.85 6.85 6.84 6.84 6.83 6.83 6.83 6.82 6.82 6.81 6.81 6.81 6.80 6.80 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Project ID: Phi*Vn Spacing (in) (k) Req'd Suggest ------------- 20.3 7.0 7.0 20.3 7.0 7.0 20.3 20.3 20.3 20.3 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.2 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.~ 20.0 7.0 Min 11.4.Sage ~Mf 159, 0 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Project Title: Engineer: Project ID: Project Descr: Title Block L_i_n~ .. L-.~-------·--------~---~---·-------_ ---·---···-------------~-----·--·-------------Printed:_ 3 ~10:32PM __ I C . .. t" e· • • :. . ; , .. ' " Fife"' C:\U.sers1defult\Oropboxl131.fOP-1\CACLUL-1\models\EnerealclHIJT'J?N-::t~CfJ. 1 oncre e. .e~m . C, INC, 198J:2013, Buikl:6.13,li.20, \4!1';_$.13.8.20 Description : L2 {LINTEL) WORST CASE Uniform Load Detailed Shear Information Span Load Combination Number + f20D+f60L -+-0.SOS+ 160H - + 1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60L +O .SOS+ 1.60H + 1.200+ 1.60L +0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H Distance 'd' {ft) {in) 3.07 14.00 3.09 14.00 3.11 14.00 3.13 14.00 3.16 14.00 3.18 14.00 3.20 14.00 3.22 14.00 3.24 14.00 3.27 14.00 3.29 14.00 3.31 14.00 3.33 14.00 3.36 14.00 3.38 14.00 3.40 14.00 3.42 14.00 3.44 14.00 3.47 14.00 3.49 14.00 3.51 14.00 3.53 14.00 3.56 14.00 3.58 14.00 3.60 14.00 3.62 14.00 3.64 14.00 3.67 14.00 3.69 14.00 3.71 14.00 3.73 14.00 3.76 14.00 3.78 14.00 3.80 14.00 3.82 14.00 3.84 14.00 3.87 14.00 3.89 14.00 3.91 14.00 3.93 14.00 3.96 14.00 3.98 14.00 4.00 14.00 402 14.00 4.04 14.00 4.07 14.00 4.09 14.00 4.11 14.00 4.13 14.00 4.16 14.00 4.18 14.00 4.20 14.00 4.22 14.00 4.24 14.00 Vu {k) Actual Design 3.72 3.72 3.68 3.68 3.63 3.63 3.59 3.59 3.55 3.55 3.51 3.51 3.46 3.46 3.42 3.42 3.38 3.38 3.33 3.33 3.29 3.29 3.25 3.25 3.21 3.21 3.16 3.16 3.12 3.12 3.08 3.08 3.04 3.04 2.99 2.99 2.95 2.95 2.91 2.91 2.86 2.86 2.82 2.82 2.78 2.78 2.74 2.74 2.69 2.69 2.65 2.65 2.61 2.61 2.57 2.57 2.52 2.52 2.48 2.48 2.44 2.44 2.39 2.39 2.35 2.35 2.31 2.31 2.27 2.27 2.22 2.22 2.18 2.18 2.14 2.14 2.10 2.10 2.05 2.05 2.01 2.01 1.97 1.97 1.92 1.92 1.88 1.88 1.84 1.84 1.80 1.80 1.75 1.75 1.71 1.71 1.67 1.67 1.62 1.62 1.58 1.58 1.54 1.54 1.50 1.50 1.45 1.45 Mu d*Vu/Mu {k-ft) 20.45 0.21 20.54 0.21 20.62 0.21 20.70 0.20 20.78 0.20 20.86 0.20 20.93 0.19 21.01 0.19 21.09 0.19 21.16 0.18 21.23 0.18 21.31 0.18 21.38 0.17 21.45 0.17 21.52 0.17 21.59 0.17 21.66 0.16 21.72 0.16 21.79 0.16 21.85 0.16 21.92 0.15 21.98 0.15 22.04 0.15 22.10 0.14 22.16 0.14 22.22 0.14 22.28 0.14 22.34 0.13 22.40 0.13 22.45 0.13 22.51 0.13 22.56 0.12 22.61 0.12 22.66 0.12 22.72 0.12 22.77 0.11 22.81 011 22.86 0.11 22.91 0.11 22.96 0.10 23.00 0.10 23.04 0.10 23.09 0.10 23.13 0.09 23.17 0.09 23.21 0.09 23.25 0.09 23.29 0.09 23.33 0.08 23.36 0.08 23.40 0.08 23.43 0.08 23.47 O.Q? 23.50 0.07 Phi*Vc {k) 6.79 6.79 6.79 6.78 6.78 6.78 6.77 6.77 6.77 6.76 6.76 6.76 6.75 6.75 6.75 6.74 6.74 6.74 6.73 6.73 6.73 6.72 6.72 6.72 6.72 6.71 6.71 6.71 6.70 6.70 6.70 6.70 6.69 6.69 6.69 6.68 6.68 6.68 6.68 6.67 6.67 6.67 6.67 6.66 6.66 6.66 666 6.65 6.65 6.65 6.64 6.64 6.64 6.64 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 . . . Phi*Vs {k) Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd ---- Phi*Vn Spacing {in) {k) Req'd Suggest 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 6.8 0.0 0.0 6.8 0.0 0.0 6.8 0.0 0.0 6.8 0.0 0.0 6.8 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 Not Reqd 6.7 0.0 0.0 Not Reqd 6.7 0.0 0.0 Not Reqd 6.7 0.0 0.0 Not Reqd 6.7 0.0 0.0 Not Reqd 6.6 0.0 0.0 Not Reqd 6.6 0.0 0.0 Not Reqd 6.6 0.0 0.0 Not Reqd 6.6 0.0 0.0 Not Reqdage 3~.&f 15%.o o.o ... • • I I I I II Iii .• .,,.. -- - - - - - -- - Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 ,----··~ ··---··---·--"·~------.,·-·-·-~-~------------ ! Concrete Beam L -.' C Description : L2 (LINTEL) WORST CASE Uniform Load Detailed Shear Information Load Combination +1.20D+i.60L +O SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.508+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.508+ 1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1. 20D+ 1. 60L +O .508+ 1.60H + 1.20D+ 1. 60L +0.508+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.508+ 1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1. 20D+ 1. 60L +O. 508+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H + 1.20D+ 1.60L +O .508+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H Span Number Distance 'd' (ft) (in) 4.27 14.00 4.29 14.00 4.31 14.00 4.33 14.00 4.36 14.00 4.38 14.00 4.40 14.00 4.42 14.00 4.44 14.00 4.47 14.00 4.49 14.00 4.51 14.00 4.53 14.00 4.56 14.00 4.58 4.60 4.62 14.00 14.00 14.00 4.64 14.00 4.67 14.00 4.69 14.00 4.71 14.00 4.73 14.00 4.76 14.00 4.78 14.00 4.80 14.00 4.82 14.00 4.84 14.00 4.87 14.00 4.89 14.00 4.91 14.00 4.93 14.00 4.96 14.00 4.98 14.00 5.00 14.00 5.02 14.00 5.04 14.00 5.07 14.00 5.09 14.00 5.11 14.00 5.13 5.16 5.18 5.20 5.22 5.24 5.27 5.29 5.31 5.33 5.36 5.38 5.40 5.42 5.44 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Vu (k) Actual Design 1.41 1.41 1.37 1.37 1.33 1.28 1.24 1.20 1.15 1.11 1.07 1.03 0.98 0.94 0.90 0.86 0.81 0.77 0.73 0.68 0.64 0.60 0.56 0.51 0.47 0.43 0.38 0.34 0.30 0.26 0.21 0.17 0.13 0.09 0.04 -0.00 -0.04 -0.09 -0.13 -0.17 -0.21 -0.26 -0.30 -0.34 -0.38 -0.43 -0.47 -0.51 -0.56 -0.60 -0.64 -0.68 -0.73 -0.77 -0.81 -0.86 1.33 1.28 1.24 1.20 1.15 1.11 1.07 1.03 0.98 0.94 0.90 0.86 0.81 077 0.73 0.68 0.64 0.60 0.56 0.51 0.47 0.43 0.38 0.34 0.30 0.26 0.21 0.17 0.13 0.09 0.04 0.00 0.04 0.09 0.13 0.17 0.21 0.26 0.30 0.34 0.38 0.43 0.47 0.51 0.56 0.60 0.64 0.68 0.73 0.77 0.81 0.86 Project Title: Engineer: Project Descr: Mu d*Vu/Mu (k-ft) 23.53 0.07 23.56 0.07 23.59 23.62 23.65 23.68 23.70 23.73 23.75 23.78 23.80 23.82 23.84 23.86 23.88 23.90 23.91 23.93 23.94 23.96 23.97 23.98 23.99 24.00 2401 24.02 2403 24.03 24.04 24.04 24.05 24.05 2405 24.05 24.05 24.05 24.05 24.04 24.04 24.03 24.03 24.02 24.01 24.00 23.99 23.98 23.97 23.96 23.94 23.93 23.91 23.90 23.88 23.86 0.07 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 003 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0 00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 Phi*Vc (k) 6.63 6.63 6.63 6.63 6.63 6.62 6.62 6.62 6.62 6.61 6.61 6.61 6.61 6.60 6.60 6.60 6.60 6.59 6.59 6.59 6.59 6.58 6.58 6.58 6.58 6.57 6.57 6.57 6.57 6.57 6.56 6.56 6.56 6.56 6.56 6.56 6.56 6.57 6.57 6.57 6.57 6.57 6.58 6.58 6.58 6.58 6.59 6.59 6.59 6.59 6.60 6.60 6.60 6.60 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Phi*Vs (k) Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Project ID: Phi*Vn Spacing (in) (k) Req'd Suggest 6.6 0.0 0.0 6.6 0.0 0.0 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 6.6 0.0 0.0 6.6 0 0 0.0 6.6 0.0 0.0 6.6 0.0 0 0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 00 0.0 6.6 0 0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0 0 0.0 6.6 0.0 0.0 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 6.6 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 00 0.0 Not Reqd 6.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 00 0.0 00 0.0 0.0 0.0 0.0 0.0 Not Reqd 6.6 0.0 Not Reqd age 3~ &1 15%.o Title Block Line 1 You can change this area using the' Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Printed 3 DEC 2013, 10:32PM r Concrete Beam --. -. -·· ··· .. : . · . Fife= C:IU$lll'$\defuft\Orof>b()x\13140P-1\CACL\JL -1\rnodels\Enercalc\HUTTON-1.EC6 . • -ENERCALC, INC. 1983-2013, Build:6.13.820, Ver.6.13.8.20 : o.,·,.,;, A;<- Description : L2 {LINTEL) WORST CASE Uniform Load Detailed Shear Information Load Combination + f.20D+ 1 :6d[-+-0.50S+1.60H + 1.200+ 1.60L-+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.200+ 1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.200+ 1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H + 1.200+ 1.60L-+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.200+ 1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L-+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H + 1.200+ 1.60L-+-0.50S+ 1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L-+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.200+ 1.60L-+-0.50S+ 1.60H +1.200+ 1.60L-+-0.50S+1.60H + 1.200+ 1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.20D+1.60L -+-0.50S+ 1.60H +1.20D+1.60L-+-0.50S+1.60H Span Number Distance • d' (ft) {in) 5.47 14.00 5.49 14.00 5.51 14.00 5.53 14.00 5.56 14.00 5.58 14.00 5.60 14.00 5.62 14.00 5.64 14.00 5.67 14.00 5.69 14.00 5.71 14.00 5.73 14.00 5.76 14.00 5.78 14.00 5.80 14.00 5.82 14.00 5.84 14.00 5.87 14.00 5.89 14.00 5.91 14.00 5.93 14.00 5.96 14.00 5.98 14.00 6.00 14.00 6.02 14.00 6.04 14.00 6.07 14.00 6.09 14.00 6.11 14.00 6.13 14.00 6.16 14.00 6.18 14.00 6.20 14.00 6.22 14.00 6.24 14.00 6.27 14.00 6.29 14.00 6.31 14.00 6.33 14.00 6.36 14.00 6.38 14.00 6.40 14.00 6.42 14.00 6.44 14.00 6.47 14.00 6.49 14.00 6.51 14.00 6.53 14.00 6.56 14.00 6.58 14.00 6.60 14.00 6.62 14.00 6.64 14.00 Vu {k) Actual Design ---- -0.90 0.90 -0.94 0.94 -0.98 0.98 -1.03 1.03 -1.07 1.07 -1.11 1.11 -1.15 1.15 -1.20 1.20 -1.24 1.24 -1.28 1.28 -1.33 1.33 -1.37 -1.41 -1.45 -1.50 -1.54 -1.58 -1.62 -1.67 -1.71 -1.75 -1.80 -1.84 -1.88 -1.92 -1.97 -2.01 -2.05 -2.10 -2.14 -2.18 -2.22 -2.27 -2.31 -2.35 -2.39 -2.44 -2.48 -2.52 -2.57 -2.61 -2.65 -2.69 -2.74 -2.78 -2.82 -2.86 -2.91 -2.95 -2.99 -3.04 -3.08 -3.12 -3.16 1.37 1.41 1.45 1.50 1.54 1.58 1.62 1.67 1.71 1.75 1.80 1.84 1.88 1.92 1.97 2.01 2.05 2.10 2.14 2.18 2.22 2.27 2.31 2.35 2.39 2.44 2.48 2.52 2.57 2.61 2.65 2.69 2.74 2.78 2.82 2.86 2.91 2.95 2.99 3.04 3.08 3.12 3.16 Mu d*Vu/Mu {k-ft) 23.84 0.04 23.82 0.05 23.80 0.05 23.78 0.05 23.75 0.05 23.73 0.05 23.70 0.06 23.68 0.06 23.65 0.06 23.62 0.06 23.59 0.07 23.56 23.53 23.50 23.47 23.43 23.40 23.36 23.33 23.29 23.25 23.21 23.17 23.13 23.09 23.04 23.00 22.96 22.91 22.86 22.81 22.n 22.72 22.66 22.61 22.56 22.51 22.45 22.40 22.34 22.28 22.22 22.16 22.10 22.04 21.98 21.92 21.85 21.79 21.72 21.66 21.59 21.52 21.45 0.07 0.07 0.07 0.07 0.08 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.17 0.17 0.17 Phi*Vc {k) 6.61 6.61 6.61 6.61 6.62 6.62 6.62 6.62 6.63 6.63 6.63 6.63 6.63 6.64 6.64 6.64 6.64 6.65 6.65 6.65 6.66 6.66 6.66 6.66 6.67 6.67 6.67 6.67 6.68 6.68 6.68 6.68 6.69 6.69 6.69 6.70 6.70 6.70 6.70 6.71 6.71 6.71 6.72 6.72 6.72 6.72 6.73 6.73 6.73 6.74 6.74 6.74 6.75 6.75 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Phi*Vs {k) Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Phi*Vn Spacing {in) {k) Req'd Suggest 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 66 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 Not Reqd 6.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 6.7 0.0 Not Reqd p 0.0 Not Reqdage 3fl_?f 151>0 - - .. • • • Iii • • I I .. II • • .. ... .. • • II '"' ""' ... - - --- - Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Printed. 3 DEC 2013, 1032PM . 'i Co~crete Beam . . .. . ~ --·· .. ··~ -... .. .. . . . File" C;\USer$\detult\O(opb<!xl1314llP,-11c.ACLut:-1\models\Enercalc\HUTTON,,.1.EC6 ... ,.:a::r1Jmi.1mJm:111•••••••••••••••••••••tt:. mm:·1· c· 3! ·· c, INC. 1983-2013, siilld,a .. ,3.820, Ver:6,13.8.20 l! 1-d 5 t .. , Description : L2 (LINTEL) WORST CASE Uniform Load Detailed Shear Information Load Combination +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H Span Number Distance 'd' (ft) (in) 6.67 14.00 6.69 14.00 6.71 14.00 6.73 14.00 6.76 14.00 6.78 14.00 6.80 14.00 6.82 14.00 6.84 14.00 6.87 14.00 6.89 6.91 14.00 14.00 6.93 14.00 6.96 14.00 6.98 14.00 7.00 14.00 7 02 14.00 7.04 14.00 7.07 14.00 7.09 14.00 7.11 14.00 7.13 14.00 7.16 14.00 7.18 14.00 7.20 14.00 7.22 14.00 7.24 14.00 7.27 14.00 7.29 14.00 7.31 14.00 7.33 14.00 7.36 14.00 7.38 14.00 7.40 14.00 7.42 14.00 7.44 14.00 7.47 14.00 7.49 14.00 7.51 14.00 7.53 14.00 7.56 14.00 7.58 14.00 7.60 14.00 7.62 7.64 7.67 7.69 7.71 7.73 7.76 7.78 7.80 7.82 7.84 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Vu (k) Actual Design .3.21 3.21 -3.25 3.25 -3.29 3.29 .3.33 3.33 -3.38 3.38 -3.42 3.42 -3.46 3.46 ·3.51 3.51 -3.55 3.55 -3.59 3.59 .3.53 -3.68 -3.72 -3.76 ·3.81 -3.85 ·3.89 -3.93 -3.98 A.02 -4.06 -4.10 A.15 -4.19 -4.23 -4.28 ·4.32 A.36 -4.40 -4.45 ·4.49 -4.53 -4.57 -4.62 A.66 A.70 A.75 ·4.79 -4.83 -4.87 ·4.92 -4.96 -5.00 -5.05 -5.09 -5.13 -5.17 -5.22 -5.26 -5.30 -5.34 -5.39 -5.43 .5.47 3.63 3.68 3.72 3.76 3.81 3.85 3.89 3.93 3.98 4.02 4.06 4.10 4.15 4.19 4.23 4.28 4.32 4.36 4.40 4.45 4.49 4.53 4.57 4.62 4.66 4.70 4.75 4.79 4.83 4.87 4.92 4.96 5.00 5.05 5.09 5.13 5.17 5.22 5.26 5.30 5.34 5.39 5.43 5.47 Mu d*Vu/Mu (k-ft) 21.38 0.18 21.31 0.18 21.23 0.18 21.16 0.18 21.09 0.19 21.01 0.19 20.93 0.19 20.86 0.20 20.78 0.20 20.70 0.20 20.62 20.54 20.45 20.37 20.29 20.20 20.12 20.03 19.94 19.85 19.76 19.67 19.58 19.49 19.39 19.30 19.20 19.11 19.01 18.91 18.81 18.71 18.61 18.51 18.41 18.30 18.20 18.09 17.98 17.88 17.77 17.66 17.55 17.44 17.32 17.21 17.09 16.98 16.86 16.75 16.63 16.51 16.39 16.27 0.21 0.21 0.21 0.22 0.22 0.22 0.23 0.23 0.23 0.24 0.24 0.24 0.25 0.25 0.25 0.26 0.26 0.27 0.27 0.27 0.28 0.28 0.29 0.29 0.30 0.30 0.30 0.31 0.31 0.32 0.32 0.33 0.33 0.34 0.34 0.35 0.35 0.36 0.36 0.37 0.38 0.38 0.39 0.39 Phi*Vc (k) 6.75 6.76 6.76 6.76 6.77 6.77 6.77 6.78 6.78 6.78 6.79 6.79 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= 6.79 PhiVc/2 < Vu <= 6.80 PhiVc/2 <Vu<= 6.80 PhiVc/2 <Vu<= 6.81 6.81 6.81 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 6 .82 PhiVc/2 < Vu <= 6.82 PhiVc/2 <Vu<= 6 .83 PhiVc/2 < Vu <= 6.83 PhiVc/2 <Vu<= 6.83 PhiVc/2 <Vu<= 6.84 PhiVc/2 <Vu<= 6.84 PhiVc/2 <Vu<= 6.85 PhiVc/2 <Vu<= 6.85 PhiVc/2 <Vu<= 6.86 PhNc/2 <Vu<= 6.86 PhiVc/2 < Vu <= 6.86 PhNc/2 <Vu<= 6.87 PhiVc/2 < Vu <= 6.87 PhiVc/2 <Vu<= 6.88 PhiVc/2 <Vu<= 6.88 PhiVc/2 < Vu <= 6.89 PhiVc/2 <Vu<= 6.89 PhiVc/2 < Vu <= 6.90 PhiVc/2 <Vu<= 6.90 PhiVc/2 <Vu<= 6.91 PhNc/2 <Vu<= 6.91 PhiVc/2 <Vu<= 6.92 PhNc/2 <Vu<= 6. 92 PhiVc/2 < Vu <= 6.93 PhiVc/2 < Vu <= 6.94 6.94 6.95 6.95 6.96 6.97 6.97 6.98 6.98 6.99 7.00 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= Phi*Vs (k) NotReqd NotReqd Not Reqd NotReqd NotReqd Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi*Vn Spacing (in) (k) Req'd Suggest 6.8 0.0 0.0 6.8 0.0 0.0 6.8 0.0 0.0 6.8 0.0 0 0 6.8 0.0 0.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.1 20.2 20.2 20.2 20.2 20.2 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.2 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.~ 20.2 7.0 Min 11.4.Sage J9f 159,o Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. _Title Block Line 6_~ --~--. ·-----~-~~------- ! Concrete Beam Description: L2 {LINTEL) WORST CASE Uniform Load Detailed Shear Information Span Load Combination Number +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.200+ 1.60L +0.SOS+ 1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.200+ 1.60L +O .50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H Distance 'd' (ft) {in) 7.87 14.00 7.89 14.00 7.91 14.00 7.93 14.00 7.96 14.00 7.98 14.00 8.00 14.00 8.02 14.00 8.04 14.00 8.07 14.00 8.09 14.00 8.11 14.00 8.13 14.00 8.16 14.00 8.18 14.00 8.20 14.00 8.22 14.00 8.24 14.00 8.27 14.00 8.29 14.00 8.31 14.00 8.33 14.00 8.36 14.00 8.38 14.00 8.40 14.00 8.42 14.00 8.44 14.00 8.47 14.00 8.49 14.00 8.51 14.00 8.53 14.00 8.56 14.00 8.58 14.00 8.60 14.00 8.62 14.00 8.64 14.00 8.67 14.00 8.69 14.00 8.71 14.00 8.73 14.00 8.76 14.00 8.78 14.00 8.80 14.00 8.82 14.00 8.84 14.00 8.87 14.00 8.89 14.00 8.91 14.00 8.93 14.00 8.96 14.00 8.98 14.00 9.00 14.00 9.02 14.00 9.04 14.00 Vu {k) Actual Design -5.52 5.52 -5.56 5.56 -5.60 5.60 -5.64 5.64 -5.69 5.69 -5.73 5.73 -5.77 5.77 -5.81 5.81 -5.86 5.86 -5.90 5.90 -5.94 5.94 -5.99 -6.03 -6.07 -6.11 -6.16 -6.20 -6.24 -6.29 -6.33 -6.37 -6.41 -6.46 -6.50 -6.54 -6.58 -6.63 -6.67 -6.71 -6.76 -6.80 -6.84 -6.88 -6.93 -6.97 -7.01 -7.05 -7.10 -7.14 -7.18 -7.23 -7.27 -7.31 -7.35 -7.40 -7.44 -7.48 -7.52 -7.57 -7.61 -7.65 -7.70 -7.74 -7.78 5.99 6.03 6.07 6.11 6.16 6.20 6.24 6.29 6.33 6.37 6.41 6.46 6.50 6.54 6.58 6.63 6.67 6.71 6.76 6.80 6.84 6.88 6.93 6.97 7.01 7.05 7.10 7.14 7.18 7.23 7.27 7.31 7.35 7.40 7.44 7.48 7.52 7.57 7.61 7.65 7.70 7.74 7.78 Project Title: Engineer: Project ID: Project Descr: Printed: 3 DEC 2013, 10:32PM ---7~~.C:\U~\defll)tl()ropbox\13140P~1\CACLUL~1lmodel$\EnereaJc\HUTTON~1.ECfr··· .. • .. ENE8CALC .INC. 1~2013, Build:6.1~.8.20; Ver:o.1311.20 Mu d"Vu/Mu {k-ft) 16.14 0.40 16.02 0.40 15.90 0.41 15.77 0.42 15.65 0.42 15.52 0.43 15.39 0.44 15.26 0.44 15.13 0.45 15.00 0.46 14.87 0.47 14.74 14.61 14.47 14.34 14.20 14.06 13.92 13.78 13.64 13.50 13.36 13.22 13.07 12.93 12.78 12.64 12.49 12.34 12.19 12.04 11.89 11.74 11.58 11.43 11.27 11.12 10.96 10.80 10.64 10.48 10.32 10.16 10.00 9.83 9.67 9.50 9.33 9.17 9.00 8.83 8.66 8.49 8.31 0.47 0.48 0.49 0.50 0.51 0.51 0.52 0.53 0.54 0.55 0.56 0.57 0.58 0.59 0.60 0.61 0.62 0.63 0.65 0.66 0.67 0.68 0.70 0.71 0.73 0.74 0.76 0.77 0.79 0.80 0.82 0.84 0.86 0.88 0.90 0.92 0.94 0.96 0.99 1.00 1.00 1.00 1.00 Phi"Vc {k) 7.00 7.01 7.02 7.03 7.03 7.04 7.05 7.06 7.06 7.07 7.08 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 7 .09 PhiVc/2 < Vu <= 7.10 PhiVc/2 <Vu<= 7.11 PhiVc/2 <Vu<= 7.12 PhiVc/2 <Vu<= 7.13 PhiVc/2 <Vu<= 7.13 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.15 PhiVc/2 <Vu<= 7.16 PhiVc/2 <Vu<= 7.18 PhiVc/2 <Vu<= 7.19 PhiVc/2 <Vu<= 7.20 PhiVc/2 < Vu <= 7.21 PhiVc/2 < Vu <= 7.22 PhiVc/2 < Vu <= 7.23 PhiVc/2 <Vu<= 7.24 PhiVc/2 <Vu<= 7.26 PhiVc/2 <Vu<= 7.27 PhiVc/2 <Vu<= 7.28 PhiVc/2 <Vu<= 7.30 PhiVc/2 <Vu<= 7.31 PhiVc/2 <Vu<= 7.33 PhiVc/2 <Vu<= 7.34 PhiVc/2 <Vu<= 7.36 PhiVc/2 < Vu <= 7.37 PhiVc/2 <Vu<= 7 .39 PhiVc/2 < Vu <= 7.41 PhiVc/2 <Vu<= 7 .42 PhiVc/2 < Vu <= 7.44 PhiVc/2 <Vu<= 7.46 PhiVc/2 <Vu<= 7 .48 PhiVc/2 < Vu <= 7.50 PhiVc/2 <Vu<= 7.52 PhiVc/2 <Vu<= 7 .54 PhiVc/2 < Vu <= 7 .57 PhiVc/2 < Vu <= 7.59 PhiVc/2 <Vu<= 7.61 PhiVc/2 <Vu<= 7 .64 PhiVc/2 < Vu <= 7.67 PhiVc/2 < Vu <= 7 .68 PhiVc/2 < Vu <= 7 .68 PhiVc < Vu 7.68 PhiVc < Vu 7 .68 PhiVc < Vu Phi*Vs {k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi"Vn Spacing {in) {k) Req'd Suggest 20.2 7.0 7.0 20.2 7.0 7.0 20.2 7.0 7.0 20.2 7.0 7.0 20.2 7.0 7.0 20.2 7.0 7.0 20.2 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.4 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.5 7.0 7.0 20.6 7.0 20.6 7.0 20.6 7.0 20.6 7.0 20.6 7.0 20.6 7.0 20.7 7.0 20.7 7.0 20.7 7.0 20.7 7.0 20.7 7.0 20.8 7.0 20.8 7.0 20.8 7.0 Min 11.4.5 20.8 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.9 7.0 Min11.4.5 20.9 7.0 0.01476 20.9 7.0 0.05752 j.Q.9 7.0 0.1003 Page 7/rnf 159r.o - - - --.. --.. .. .. 11111 .. • • • Iii • • Ill • • • • • ... ... - -.... --------.. ------------ Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block' selection. Project Title: Engineer: Project Descr: Project ID: TitleB1ockline6 . ... . . . . "C --··•··· -... -···-·----------~-------·--Printed 3DEC2~~~-~-. ----B--.· --~ --~---. .. -----·. . l,;;;J . -.. -. > ~--:-,::-.,· -Flle~C:\Usersldefutt\Dropbox\13140P-1\CACLUl:-1\models\Enercale\HUTTOlt .. 1£c& Concrete · eam .. "i°'>tt>i; •ti .;; >:";.,-;;J • ·v... . . . . ENERCALC,-INC.1983-2013,Bui!d:6;13.8.20, Ver:&.13.8.20 Description : L2 (LINTEL) WORST CASE Uniform Load Detailed Shear Information Span Load Combination Number +1.20D+1.60L +0.50S+f.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H Distance 'd' (ft) (in) 9.07 14.00 9.09 14.00 9.11 14.00 9.13 14.00 9.16 14.00 9.18 14.00 9.20 14.00 9.22 14.00 9.24 14.00 9.27 14.00 9.29 14.00 9.31 14.00 9.33 14.00 9.36 14.00 9.38 14.00 9.40 14.00 9.42 14.00 9.44 14.00 9.47 14.00 9.49 14.00 9.51 14.00 9.53 14.00 9.56 14.00 9.58 14.00 9.60 14.00 9.62 14.00 9.64 14.00 9.67 14.00 9.69 14.00 9.71 14.00 9.73 14.00 9.76 14.00 9.78 14.00 9.80 14.00 9.82 14.00 9.84 14.00 9.87 14.00 9.89 14.00 9.91 14.00 9.93 14.00 9.96 14.00 9.98 14.00 10.00 14.00 Vu (k) Actual Design -7.82 7.82 -7.87 7.87 -7.91 7.91 -7.95 7.95 -8.00 8.00 -8.04 8.04 -8.08 808 -8.12 8.12 -8.17 8.17 -8.21 8.21 -8.25 8.25 -8.29 8.29 -8.34 8.34 -8.38 8.38 -8.42 8.42 -8.47 -8.51 -8.55 -8.59 -8.64 -8.68 -8.72 -8.76 -8.81 -8.85 -8.89 -8.94 -8.98 -9.02 -9.06 -9.11 -9.15 -9.19 -9.24 -9.28 -9.32 -9.36 -9.41 -9.45 -9.49 -9.53 -9.58 -9.62 8.47 851 855 859 8.64 8.68 8.72 8.76 8.81 885 8.89 8.94 8.98 9.02 9.06 9.11 9.15 9.19 9.24 9.28 9.32 9.36 9.41 9.45 9.49 9.53 9.58 9.62 Mu d*Vu/Mu (k-ft) 8.14 1.00 7.97 1.00 7.79 1.00 7 .61 1.00 7.44 1.00 7.26 1.00 7.08 100 6.90 1.00 6.72 1.00 6.54 1.00 6.35 1.00 6.17 1.00 5.99 1.00 5.80 1.00 5.61 1.00 5.43 5.24 505 4.86 4.67 4.47 4.28 4.09 3.89 3.69 3.50 3.30 3.10 2.90 2.70 2.50 2.29 2.09 1.89 1.68 1.47 1.27 1.06 0.85 0.64 0.43 0.21 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 Phi*Vc (k) 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 7.68 Comment PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhNc< Vu PhNc <Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc <Vu PhNc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhNc< Vu PhNc<Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu Phi*Vs (k) 0.1430 0.1858 0.2285 0.2713 0.3141 0.3568 0.3996 0.4423 0.4851 0.5278 0.5706 0.6133 0.6561 0.6989 0.7416 0.7844 0.8271 0.8699 0.9126 0.9554 0.9981 1.041 1.084 1.126 1.169 1.212 1.255 1.297 1.340 1.383 1.426 1.468 1.511 1.554 1.597 1.639 1.682 1.725 1.768 1.810 1.853 1.896 1.939 Phi*Vn Spacing (in) (k) Req'd Suggest 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7 0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 7.0 7.0 20.9 20.9 20.9 20.9 20.9 20.9 20.9 20.9 20.9 20.9 20.9 20.9 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Page 40 of 159 Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block' selection. Tttle Block Line 6 Description: L2 {LINTEL) W/ point load worst case CODE RcFERENCES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set: ASCE 7-02 .. . Material Prop~rties .... __ Project Tttle: Engineer: Project Descr: fc = fr= fc 112 * 7.50 3.0ksi 410.792 psi 145.0 pct <b Phi Values Flexure: 0.90 Shear: 0. 750 \jl Density A LtWt Factor Elastic Modulus fy -Main Rebar E -Main Rebar 1.0 3,122.0ksi 60.0 ksi 29,000.0 ksi Fy-Stirrups E -Stirrups Stirrup Bar Size# = Number of Resisting Legs Per Stirrup = Load CombinationASCE 7-02 Cros• $1fc:tioii·& Reinforcing Details Rectangular Section, Width= 6.0 in, Height= 18.0 in Span #1 Reinforcing .... 0.850 40.0ksi 29,000.0 ksi # 3 2 0(10) Lr(1.1) L(2.2) 6" W X 18" h Span=9.0 ft C "' 6 in Project ID: 1-#7 at 2.0 in from Bottom, from 0.0 to 9.0 ft in this span 1-#7 at 2.0 in from Top, from 0.0 to 9.0 ft in this span -A~s ----·-······· ..... ----········· --Service loads entered. Load Factors will be applied for calculations. seam self weight calculated and added to loads Point Load: D = 10.0, Lr= 1.10, L = 2.20 k@S.O ft DE81(3f! ~YMMARY Maximum Bending Stress Ratio 0.923: 1 Section used for this span Typical Section Mu : Applied 37 .016 k-ft Mn• Phi : Allowable 40.093 k-ft Load Combination + 1.20D+0.50Lr+1.60L +1.60H Location of maximum on span 5.000ft Span# where maximum occurs Span# 1 Vertical .Reactions • Unfactored Load Combination Overall MAXimum DOnly L Only Lr Only L+Lr D+Lr D+L D+L+Lr Shear Stirrup Requirements Support 1 6:400 4.934 0.978 0.489 1.467 5.423 5.912 6.400 Support 2 ?:878 6.045 1.222 0.611 1.833 6.656 7.267 7.878 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Entire Beam Span Length : PhiVc/2 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 8.000 in Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span# MAXimum BENDING Envelope Location (ft) in Span Bendin!l_Slr~ss_Results ( k-ft) Mu : Max Phi*Mnx Stress Ratio Desi nOK 0.036 in Ratio= 0. 000 in Ratio = 0.102 in Ratio= 0.000 in Ratio= 2982 0<360 1056 999<180 Page 41 of 159 - • • • " • • Ill • • • ill • .. • .. • • .. • Title Block Line 1 Project Title: Project ID: You can change this area Engineer: using the 'Settings' menu item Project Descr: and then using the "Printing & Title Block' selection. Title Block Line 6 Printed: 3 DEC 2013, 10:32PM ! Concrete Beam -··-·--. -·----·~---.--.----,.,.--. -. File" C:\lJsem\defuttlO!tlPb()X\ 13140P-Jll;,ACl.Ut-1\models\EllllfC\l!c\HUTTON:;:1i6& - l::NE~lC: llilC.1983:2013, Buik1:6J3.ll.20, Ver:6.13.8.20 l..t II,, . . Description : L2 (LINTEL) WI point load worst case Load Combination Location (It) Bending Stress Results ( k·lt) .. , Segment Length Span# Mu: Max Stress Ratio in Span Phi*Mnx Span# 1 1 9.000 37.02 40.09 0.92 '\lll!'tl +1.400 Span# 1 9.000 32.63 40.09 0.81 liM +1.20D+0.50Lr+1.60L +1.60H Span# 1 9.000 37.02 40.09 0.92 1/"!flli + 1.200+ 1. 60l +O .50S+ 1. 60H Span# 1 9.000 35.79 40.09 0.89 +1.20D+1.60Lr+0.50L '"" Span# 1 9.000 34.33 4009 0.86 +1.20D+1.60Lr+0.80W Span# 1 9.000 31.88 40.09 0.80 + 1.20D+0.50L +1.60S -Span# 1 9.000 30.42 4009 0.76 +1.20D+1.60S+0.80W Span# 1 9.000 27.97 4009 0.70 + 1.20D+0.50Lr+0 50L +1.60W Span# 1 9.000 31.64 4009 0.79 +1.20D+0.50l+0.50S+1.60W Span# 1 9.000 30.42 40.09 0.76 +1.20D+0.50L +0.20S+E Span# 1 9.000 30.42 40.09 0.76 +0.90D+1.60W+1.60H -Span# 1 9.000 20.98 40.09 0.52 +0.90D+E+1.60H Span# 1 1 9.000 20.98 40.09 0.52 Overall Maximum Deflections · Unfactoredloads Load Combination si,an · Max.'-" Deft Location in Span Load Combination Max."+' Defl Location in Span D+L+Lr 0.1023 4.770 0.0000 0000 Detailed Shear Information .. ~ Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (It) (in) Actual Design (k-ft) (k) (k) (kl Req'd Suggest +1.20D+0.50Lr+1.60L +1.60H 0.00 16.00 7.73 7.73 000 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50lr+1.60L +1.60H 0.02 16.00 7.73 7.73 0.15 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 80 8.0 + 1.20D+0.50lr + 1.60L + 1.60H 0.04 1600 7.72 7.72 0.31 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.200+0.50lr+1.60L +1.60H 0.06 16.00 7.72 7.72 0.46 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+1.60L +1.60H 0.08 16.00 7.72 7.72 0.62 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.200+0.50Lr+1.60L +1.60H 0.10 16.00 7.72 7.72 0.77 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 + 1.200+0. 50lr + 1.60L + 1. 60H 0.12 16.00 7.71 7.71 0.93 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+1.60L +1.60H 0.14 16.00 7.71 7.71 1.08 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+1.60L +1.60H 0.16 16.00 7.71 7.71 1.24 1.00 8.62 PhiVc/2 < Vu <" Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+1.60L +1.60H 0.18 16.00 7.71 7.71 1.39 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 "j.j.,'"" +1.20D+0.S0Lr+1.60L +1.60H 0.20 16.00 7.70 7.70 1.54 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 + 1.200+0.50Lr + 1.60L + 1.60H 0.22 16.00 7.70 7.70 1.70 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 ., ... + 1.20D+0.50Lr + 1.60L + 1.60H 0.24 16.00 7.70 7.70 1.85 1.00 8.62 PhNc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+ 1.60L +1.60H 0.26 16.00 7.70 7.70 2.01 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 .. +1.20D+0.50Lr+1.60L +1.60H 0.28 16.00 7.69 7.69 2.16 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50lr+1.60L +1.60H 0.30 16.00 7.69 7.69 2.31 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 -+1.20D+0.50lr+1.60L +1.60H 0.32 16.00 7.69 7.69 2.47 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+ 1.60L +1.60H 0.34 16.00 7.69 7.69 2.62 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 • +1.20D+0.50Lr+1.60L +1.60H 0.36 16.00 7.68 7.68 2.77 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.S0Lr+1.60L+1.60H 0.38 16.00 7.68 7.68 2.93 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 -+1.200+0.50Lr+1.60L +1.60H 0.40 16.00 7.68 7.68 3.08 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.200+0.50lr+1.60L +1.60H 0.42 16.00 7.67 7.67 3.23 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 -+1.20D+0.50Lr+1.60L +1.60H 0.44 16.00 7.67 7.67 3.39 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+1.60L +1.60H 0.46 16.00 7.67 7.67 3.54 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 -+1.20D+0.50Lr+1.60L +1.60H 0.48 16.00 7.67 7.67 3.70 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 +1.20D+0.50Lr+ 1.60L + 1.60H 0.50 16.00 7.66 7.66 3.85 1.00 8.62 PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 -+1.20D+0.50Lr+1.60L +1.60H PhiVc/2 < Vu <= Min 11.4.5 21.8 8.0 8.0 0.52 16.00 7.66 7.66 4.00 1.00 8.62 +1.20D+0.50lr+1.60L +1.60H 0.54 16.00 7.66 7.66 4.15 1.00 8.62 PhiVc/2 < Vu <= Min 11_45'age '21.!ilf 15%.0 8.0 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 ! C<>l1crete Beam .",.ii::.\° ... · · · · i:, ·, ~,}.'''' , . . ' ~. <":-,,~ 1·,f II•• Description : L2 (LINTEL) WI point load worst case Detailed Shear Information Span Load Combination Number +1.20b:.0.MLr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D-<-0.50lr+1.60L +1.60H +1.20D-<-0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D-<-0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D-<-0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.200+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H + 1.20D+0. 50Lr + 1.60L + 1.60H +1.20D-<-0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D-<-0.50Lr+1.60L +1.60H + 1.20D-<-0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D-<-0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D-<-0.50Lr+1.60L +1.60H +1.20D+0.50lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H Distance 'd' (ft) (in) 0.56 16.00 0.58 16.00 0.60 16.00 0.62 16.00 0.64 16.00 0.66 16.00 0.68 16.00 0.70 16.00 0.72 16.00 0.74 16.00 0.76 16.00 0.78 16.00 0.80 16.00 0.82 16.00 0.84 16.00 0.86 16.00 0.88 16.00 0.90 16.00 0.92 16.00 0.94 16.00 0.96 16.00 0.98 16.00 1.00 16.00 1.02 16.00 1.04 16.00 1.06 16.00 1.08 16.00 1.10 16.00 1.12 16.00 1.14 16.00 1.16 16.00 1.18 16.00 1.20 16.00 1.22 16.00 1.24 16.00 1.26 16.00 1.28 16.00 1.30 16.00 1.32 16.00 1.34 16.00 1.36 16.00 1.38 16.00 1.40 16.00 1.42 16.00 1.44 16.00 1.46 16.00 1.48 16.00 1.50 16.00 1.52 16.00 1.54 1.56 1.58 1.60 1.62 16.00 16.00 16.00 16.00 16.00 Vu (k) Mu Actual Design (k-ft) 7.66 7.66 4.31 7.65 7.65 7.65 7.65 7.64 7.64 7.64 7.64 7.63 7.63 7.63 7.63 7.62 7.62 7.62 7.61 7.61 7.61 7.61 7.60 7.60 7.60 7.60 7.59 7.59 7.59 7.59 7.58 7.58 7.58 7.58 7.57 7.57 7.57 7.57 7.56 7.56 7.56 7.55 7.55 7.55 7.55 7.54 7.54 7.54 7.54 7.53 7.53 7.53 7.53 7.52 7.52 7.52 7.65 7.65 7.65 7.65 7.64 7.64 7.64 7.64 7.63 7.63 7.63 7.63 7.62 7.62 7.62 7.61 7.61 7.61 7.61 7.60 7.60 7.60 7.60 7.59 7.59 7.59 7.59 7.58 7.58 7.58 7.58 7.57 7.57 7.57 7.57 7.56 7.56 7.56 7.55 7.55 7.55 7.55 7.54 7.54 7.54 7.54 7.53 7.53 7.53 7.53 7.52 7.52 7.52 4.46 4.61 4.77 4.92 5.07 5.23 5.38 5.53 5.68 5.84 5.99 6.14 6.29 6.45 6.60 6.75 6.90 7.06 7.21 7.36 7.51 7.66 7.82 7.97 8.12 8.27 8.42 8.58 8.73 8.88 9.03 9.18 9.33 9.48 9.64 9.79 9.94 10.09 10.24 10.39 10.54 10.69 10.84 11.00 11.15 11.30 11.45 11.60 11.75 11.90 12.05 12.20 12.35 Project Title: Engineer: Project ID: Project Descr: Pr,ifed 3 DEC 2013, 10:32PM ·· ~1314lW~11CACLUL~1vnodelslEl)ll(calc\HUTTOtf:1.EC6 ·· , INC. 1983'2013, Buikl:6;.13.ll,,?{l, VedU3.8.2(l d'Vu/Mu Phi'Vc Comment (k) 1.00 8.62 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 1.00 8.62 1.00 8.62 1.00 8.62 1.00 8.62 1.00 8.62 1.00 8.62 1.00 8.62 1.00 8.62 1.00 8.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.97 0.95 0.94 0.93 0.91 0.90 0.89 0.88 0.87 0.85 0.84 0.83 0.82 0.81 8.62 PhNc/2 < Vu <= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhNc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 < Vu <= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.62 PhiVc/2 <Vu<= 8.60 PhiVc/2 < Vu <= 8.58 PhiVc/2 <Vu<= 8.57 PhiVc/2 <Vu<= 8.55 PhNc/2 < Vu <= 8.54 PhiVc/2 < Vu <= 8.52 PhiVc/2 <Vu<= 8.51 PhiVc/2 <Vu<= 8.49 PhiVc/2 < Vu <= 8.48 PhiVc/2 < Vu <= 8.47 PhiVc/2 <Vu<= 8.45 PhiVc/2 <Vu<= 8.44 PhiVc/2 <Vu<= 8.43 PhiVc/2 < Vu <= 8.42 PhiVc/2 <Vu<= 8.41 PhiVc/2 <Vu<= Phi'Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.7 8.0 8.0 21.7 8.0 8.0 21.7 8.0 8.0 21.7 8.0 8.0 21.7 8.0 8.0 21.7 8.0 8.0 21.7 21.6 8.0 8.0 Min 11.4.5 21.6 8.0 8.0 8.0 8.0 8.0 8.0 Min 11.4.5 21.6 8.0 Min 11.4.Sage ~t 15lo - 1111111 Iii Ill 11111 • I I . I I • • 1111 • 1111 • • Iii • - ft,1, ""''' .,. .... - -· -- -- Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. _ Title Block Une 6 __ i Concrete Beam Project Title: Engineer: Project Descr: Project ID: 1 1B1cr.Dmm111111111111111111111111111111 .. 111111111111wmmmm~~ Description : L2 (LINTEL) WI point load worst case Detailed Shear Information Load Combination + 1 :200-<-0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0. SO Lr+ 1.60L + 1.60H + 1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0. 50Lr + 1. 60L + 1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.200+0 50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60l +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0. SO Lr+ 1.60L + 1.60H +1.200+0.50lr+1.60L +1.60H +1.200+0.50lr+1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50lr+1.60L +1.60H + 1.20D+0.50lr+1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H Span Number Distance 'd' (ft) (in) 1.64 16.00 1.66 16.00 1.68 16.00 1.70 16.00 1.72 16.00 1.74 16.00 1.76 16.00 1.78 16.00 1.80 16.00 1.82 16.00 1.84 16.00 1.86 16.00 1.88 16.00 1.90 16.00 1.92 16.00 1.94 16.00 1.96 16.00 1.98 16.00 2.00 16.00 2.02 16.00 2.04 16.00 2.06 16.00 2.08 16.00 2.10 16.00 2.12 16.00 2.14 2.16 2.18 2.20 2.22 2.24 2.26 2.28 2.30 2.32 2.34 2.36 2.38 2.40 2.42 2.44 2.46 2.48 2.50 2.52 2.54 2.56 2.58 2.60 2.62 2.64 2.66 2.68 2.70 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 Vu (k) Actual Design 7.52 7.52 7.51 7.51 7.51 7.51 7.51 7.51 7.50 7.50 7.50 7.50 7.49 7.49 7.49 7.49 7.48 7.48 7.48 7.48 7.47 7.47 7.47 7.47 7.46 7.46 7.46 7.46 7.45 7.45 7.45 7.44 7.44 7.44 7.44 7.43 7.43 7.43 7.43 7.42 7.42 7.42 7.42 7.41 7.41 7.41 7.41 7.40 7.40 7.40 7.40 7.39 7.39 7.39 7.38 7.38 7.38 7.38 7.50 7.50 7.50 7.50 7.49 7.49 7.49 7.49 7.48 7.48 7.48 7.48 7.47 7.47 7.47 7.47 7.46 7.46 7.46 7.46 7.45 7.45 7.45 7.44 7.44 7.44 7.44 7.43 7.43 7.43 7.43 7.42 7.42 7.42 7.42 7.41 7.41 7.41 7.41 7.40 7.40 7.40 7.40 7.39 7.39 7.39 7.38 7.38 7.38 7.38 Mu d'Vu/Mu (k-ft) 12.50 0.80 12.65 0.79 12.80 0.78 12.95 0.77 13.10 13.25 13.40 1355 13.70 13.85 14.00 14.15 14.30 14.45 14.60 14.75 14.90 15.05 15.20 15.35 15.50 15.65 15.79 15.94 16.09 16.24 16.39 16.54 16.69 16.84 16.99 17.14 17.28 17.43 17.58 17.73 17.88 18.03 18.17 18.32 18.47 18.62 18.77 18.92 1906 19.21 19.36 19.51 19.66 19.80 19.95 20.10 20.25 20.39 0.76 0.75 0.75 0.74 073 0.72 0.71 0.71 0.70 0.69 0.68 0.68 0.67 0.66 0.66 0.65 0.64 0.64 0.63 0.62 0.62 0.61 0.61 0.60 0.59 0.59 0.58 0.58 0.57 0.57 0.56 0.56 0.55 0.55 0.54 0.54 0.53 0.53 0.53 0.52 0.52 0.51 0.51 0.51 0.50 0.50 0.49 0.49 0.49 0.48 Phi'Vc (k) 8.39 8.38 8.37 8.36 8.35 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 8.34 PhiVc/2 <Vu<= 8.33 PhiVc/2 <Vu<= 8.32 PhiVc/2 <Vu<= 8.31 PhiVc/2 <Vu<= 8.30 PhiVc/2 <Vu<= 8.30 PhiVc/2 <Vu<= 8.29 PhiVc/2 < Vu <= 8.28 PhiVc/2 <Vu<= 8.27 PhiVc/2 <Vu<= 8.26 PhiVc/2 <Vu<= 8.25 PhiVc/2 < Vu <= 8.25 PhiVc/2 <Vu<= 8.24 PhiVc/2 <Vu<= 8.23 PhiVc/2 < Vu <= 8.22 PhiVc/2 <Vu<= 8.22 PhiVc/2 < Vu <= 8.21 PhiVc/2 <Vu<= 8.20 PhiVc/2 <Vu<= 8.19 PhiVc/2 <Vu<= 8.19 PhiVc/2 <Vu<= 8.18 8.17 8.17 8.16 8.16 8.15 8.14 8.14 8.13 8.13 8.12 8.12 8.11 8.10 8.10 8.09 8.09 8.08 8.08 8.08 8.07 8.07 8.06 8.06 8.05 8.05 8.04 8.04 8.04 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi'Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 21.6 8.0 8.0 21.6 8.0 8.0 21.6 8.0 8.0 21.6 8.0 8.0 21.6 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 21.4 8.0 21.4 8.0 21.4 8.0 21.4 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.3 8.0 21.2 8.0 Min 11.4.5 21.2 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Min 11.4.~ )12 8.0 Min 11.45age 2Hf 151l.o Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 ~~~. -~--·-·----,. ---· -----·- / Concrete .. B.eam Description : L2 {LINTEL) WI point load worst case Detailed Shear Information Span Load Combination Number +1.20D+0.50Li+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L+1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H Distance (ft) 2.72 'd' {in) 16.00 2.74 16.00 2.76 16.00 2.78 16.00 2.80 16.00 2.82 1600 2.84 16.00 2.86 16.00 2.88 16.00 2.90 16.00 2.92 16.00 2.94 16.00 2.96 16.00 2.98 16.00 3.00 16.00 3.02 16.00 3.04 16.00 3.06 16.00 3.08 16.00 3.10 16.00 3.12 16.00 3.14 16.00 3.16 16.00 3.18 16.00 3.20 16.00 3.22 16.00 3.24 16.00 3.26 16.00 3.28 16.00 3.30 16.00 3.32 16.00 3.34 16.00 3.36 16.00 3.38 16.00 3.40 3.42 3.44 3.46 3.48 3.50 3.52 3.54 3.56 3.58 3.60 3.62 3.64 3.66 3.68 3.70 3.72 3.74 3.76 3.78 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 1600 16.00 16.00 16.00 16.00 16.00 16.00 16.00 Vu (k) Actual Design Mu (k-ft) 7.37 7.37 20.54 20.69 20.84 20.98 21.13 21.28 21.43 7.37 7.37 7.37 737 7.37 7.37 7.36 7.36 7.36 7.36 7.36 7.36 7.35 7.35 7.35 7.35 7.34 7.34 7.34 7.34 7.33 7.33 7.33 7.32 7.32 7.32 7.32 7.31 7.31 7.31 7.31 7.30 7.30 7.30 7.30 7.29 7.29 7.29 7.29 7.28 7.28 7.28 7.28 7.27 7.27 7.27 7.26 7.26 7.26 7.26 7.25 7.25 7.25 7.25 7.24 7.24 7.24 7.24 7.36 7.36 21.57 7.35 21.72 7.35 21.87 7.35 22.01 7.35 22.16 7.34 22.31 7.34 22.45 7.34 22.60 7.34 22.75 7.33 22.89 7.33 23.04 7.33 23.19 7.32 23.33 7.32 23.48 7.32 23.63 7.32 23.77 7.31 23.92 7.31 24.07 7.31 24.21 7.31 24.36 7.30 24.50 7.30 24.65 7.30 24.80 7.30 24.94 7.29 25.09 7.29 25.23 7.29 25.38 7.29 7.28 7.28 7.28 7.28 7.27 7.27 7.27 7.26 7.26 7.26 7.26 7.25 7.25 7.25 7.25 7.24 7.24 7.24 7.24 25.53 25.67 25.82 25.96 26.11 26.25 26.40 26.54 26.69 26.84 26.98 27.13 27.27 27.42 27.56 27.71 27.85 28.00 28.14 28.29 Project Title: Engineer: Project Descr. d"Vu/Mu Phi"V C Comment (k) 0.48 8.03 PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 0.48 8.03 0.47 8.02 0.47 8.02 0.46 8.02 0.46 8.01 0.46 0.45 0.45 0.45 0.45 0.44 0.44 0.44 0.43 0.43 0.43 0.42 0.42 0.42 0.42 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.39 0.39 0.39 0.39 0.39 0.38 0.38 0.38 0.38 0.37 0.37 0.37 0.37 0.37 0.36 0.36 0.36 0.36 0.35 0.35 0.35 0.35 0.35 0.34 0.34 0.34 8.01 8.00 PhiVc/2 < Vu <= 8.00 PhiVc/2 <Vu<= 8.00 PhiVc/2 <Vu<= 7 .99 PhiVc/2 < Vu <= 7 .99 PhiVc/2 < Vu <= 7.99 PhiVc/2 <Vu<= 7.98 PhiVc/2 <Vu<= 7 .98 PhiVc/2 < Vu <= 7.98 PhiVc/2 <Vu<= 7.97 PhiVc/2 <Vu<= 7.97 PhiVc/2 <Vu<= 7 .97 PhiVc/2 < Vu <= 7.96 PhiVc/2 <Vu<= 7.96 PhiVc/2 <Vu<= 7 .96 PhiVc/2 < Vu <= 7 .95 PhiVc/2 < Vu <= 7 .95 PhiVc/2 < Vu <= 7 .95 PhiVc/2 < Vu <= 7 .95 PhiVc/2 < Vu <= 7.94 PhiVc/2 <Vu<= 7.94 PhiVc/2 <Vu<= 7 .94 PhiVc/2 < Vu <= 7 .93 PhiVc/2 < Vu <= 7 .93 PhiVc/2 < Vu <= 7.93 PhiVc/2 <Vu<= 7.93 PhiVc/2 <Vu<= 7.92 PhiVc/2 <Vu<= 7.92 7.92 7.92 7.91 7.91 7.91 7.91 7.90 7.90 7.90 7.90 7.89 7.89 7.89 7.89 7.89 7.88 7.88 7.88 7.88 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi"Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Project ID: Phi"Vn Spacing (in) (k) Req'd Suggest 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.2 21.1 21.1 21.1 21.1 21.1 21.1 21.1 21.1 21.1 21.1 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 21.1 8.0 Min11.4.5 21.1 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Min 11.4.~ 21.1 8.0 Min 11.45age ~.~f 151!.0 J • I I I I I • .. II • I • -• -• - --- - --•·, -• -• - -- Title Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 1---' -·-,, '. ~-~----~---,,-··--·--·- ! CQn<:rete Beam ,.,, 11., Description : L2 (LINTEL) W/ point load worst case Detailed .Shear Information Load Combination + 1.200+0.SOLr+ f60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0. 50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1. 60L + 1. 60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.200..0.50Lr+1.60L +1.60H + 1.200..0. 50Lr + 1. 60L + 1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.200..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.200..0.50Lr+1.60L +1.60H + 1.20D..0.50Lr+ 1.60L +1.60H +1.20D..0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H Span Number Distance 'd' (It) (in) 3.80 16.00 3.82 16.00 3.84 16.00 3.86 16.00 3.88 16.00 3.90 16.00 3.92 16.00 3.94 16.00 3.96 16.00 3.98 16.00 4.00 16.00 4.02 16.00 4.04 16.00 4.06 16.00 4.08 16.00 4.10 16.00 4.12 16.00 4.14 16.00 4.16 16.00 4.18 16.00 4.20 16.00 4.22 16.00 4.24 16.00 4.26 16.00 4.28 16.00 4.30 16.00 4.32 16.00 4.34 16.00 4.36 16.00 4.38 16.00 4.40 16.00 4.42 16.00 4.44 16.00 4.46 16.00 4.48 16.00 4.50 16.00 4.52 16.00 4.54 16.00 4.56 16.00 4.58 16.00 4.60 16.00 4.62 16.00 4.64 16.00 4.66 16.00 4.68 16.00 4.70 16.00 4.72 16.00 4.74 16.00 4.76 16.00 4.78 16.00 4.80 16.00 4.82 16.00 4.84 16.00 4.86 16.00 Project Title: Engineer: Project ID: Project Descr: Printed: 3 DEC 2013, 10:32PM File= C:\Usersldefutt\OfQpbox\13140M\CACI.UL;_1\models\En~alc\ij!Jn~1JiC6 . ENERCALC, INC. '1983.2013, Buil¢6.13.8.20; ~\t,~ Vu (k) Mu d*Vu/Mu Actual Design (k-lt) 7.23 7.23 28.43 0.34 7.23 7.23 28.57 0.34 7.23 7.23 28.72 0.34 7.23 7.23 28.86 0.33 7.22 7.22 29.01 0.33 7.22 7.22 29.15 0.33 7.22 7.22 29.30 0.33 7.22 7.21 7.21 7.21 7.20 7.20 7.20 7.20 7.19 7.19 7.19 7.19 7.18 7.18 7.18 7.18 7.17 7.17 7.17 7.17 7.16 7.16 7.16 7.16 7.15 7.15 7.15 7.14 7.14 7.14 7.14 7.13 7.13 7.13 7.13 7.12 7.12 7.12 7.12 7.11 7.11 7.11 7.11 7.10 7.10 7.10 7.10 7.22 7.21 7.21 7.21 7.20 7.20 7.20 720 7.19 7.19 7.19 7.19 29.44 29.59 29.73 29.87 30.02 30.16 30.31 30.45 30.59 30.74 30.88 31.03 7.18 31.17 7.18 31.31 7.18 31.46 7.18 31.60 7.17 31.74 7.17 31.89 7.17 32.03 7.17 32.17 7.16 32.32 7.16 32.46 7.16 32.60 7.16 32.75 7.15 32.89 7.15 33.03 7.15 33.18 7.14 33.32 7.14 33.46 7.14 33.60 7.14 33.75 7.13 33.89 7.13 3403 7.13 34.17 7.13 34.32 7.12 34.46 7.12 7.12 7.12 7.11 7.11 7.11 7.11 7.10 7.10 7.10 7.10 34.60 34.74 34.89 35.03 35.17 35.31 35.46 35.60 35.74 35.88 36.02 0.33 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.26 0.26 0.26 Phi*Vc (k) 7.87 7.87 7.87 7.87 7.87 7.86 7.86 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 7 .86 PhiVc/2 < Vu <= 7.86 PhiVc/2 <Vu<= 7 .86 PhiVc/2 < Vu <= 7 .85 PhNc/2 < Vu <= 7 .85 PhiVc/2 < Vu <= 7 .85 PhiVc/2 < Vu <= 7.85 PhiVc/2 <Vu<= 7.85 PhNc/2 <Vu<= 7 .85 PhNc/2 < Vu <= 7 .84 PhiVc/2 < Vu <= 7 .84 PhiVc/2 < Vu <= 7.84 PhiVc/2 < Vu <= 7.84 PhiVc/2 <Vu<= 7.84 PhNc/2 <Vu<= 7 .84 PhiVc/2 < Vu <= 7 .83 PhiVc/2 < Vu <= 7 .83 PhiVc/2 < Vu <= 7.83 PhiVc/2 <Vu<= 7.83 PhiVc/2 <Vu<= 7.83 PhNc/2 <Vu<= 7 .83 PhiVc/2 < Vu <= 7 .82 PhiVc/2 < Vu <= 7 .82 PhiVc/2 <Vu<= 7.82 PhiVc/2 <Vu<= 7.82 PhiVc/2 <Vu<= 7 .82 PhNc/2 < Vu <= 7 .82 PhiVc/2 < Vu <= 7.81 PhiVc/2 <Vu<= 7.81 PhiVc/2 <Vu<= 7.81 PhiVc/2 <Vu<= 7 .81 PhiVc/2 < Vu <= 7.81 PhiVc/2 <Vu<= 7.81 PhiVc/2 <Vu<= 7.81 PhiVc/2 <Vu<= 7 .80 PhNc/2 < Vu <= 7 .80 PhiVc/2 < Vu <= 7.80 7.80 7.80 7.80 7.80 7.79 7.79 7.79 7.79 7.79 7.79 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= . . Phi'Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 114.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 114.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi*Vn Spacing (in) (k) Req'd Suggest 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 21.1 21.1 21.1 21.1 21.1 21.0 21.0 21.0 21.0 21.0 21.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 21.0 21.0 21.0 21.0 8.0 8.0 8.0 8.0 8.0 Min 11.4.5 21.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Min 11.4.5 21.0 8.0 Min 114.5 21.0 8.0 Min 11.4.5 21.0 8.0 Min 11.4.5 21.0 8.0 Min 11.45age 1~Hf 15lo Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Hie Block Line 6 Project Title: Engineer: Project Descr: Project ID: [~~Jicr~~!_Beam .. . h .:t ::~_:,,~\;.~: -· · -•-· Printed: 3 DEC 2013, 10:32PM . .. --Fife-=C:ilJws\defult\OropboXl13140P-11CACLVL-1\models\Eoen:atcWIJTT()tf ENERCALC, INC. 1983-2013, Build:6. 13.8.20. Description: L2 (LINTEL} W/ point load worst case l)ejailed Shear Information Load Combination +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L + 1.60H + 1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L + 1.60H Span Number Distance 'd' (ft} (in) 4.88 16.00 4.90 16.00 4.92 16.00 4.94 16.00 4.96 16.00 4.98 16.00 5.00 16.00 5.02 16.00 5.04 16.00 5.06 16.00 5.08 16.00 5.10 16.00 5.12 16.00 5.14 16.00 5.16 16.00 5.18 16.00 5.20 16.00 5.22 16.00 5.24 16.00 5.26 16.00 5.28 16.00 5.30 16.00 5.32 16.00 5.34 16.00 5.36 16.00 5.38 16.00 5.40 16.00 5.42 16.00 5.44 16.00 5.46 16.00 5.48 16.00 5.50 16.00 5.52 16.00 5.54 16.00 5.56 16.00 5.58 16.00 5.60 16.00 5.62 16.00 5.64 16.00 5.66 16.00 5.68 16.00 5.70 16.00 5.72 16.00 5.74 16.00 5.76 16.00 5.78 16.00 5.80 16.00 5.82 16.00 5.84 16.00 5.86 16.00 5.88 16.00 5.90 16.00 5.92 16.00 5.94 16.00 Vu (k) Mu d*Vu/Mu Actual Design (k-ft} 7.09 7.09 36.17 0.26 7 .09 7 .09 36.31 0.26 7.09 7.09 36.45 0.26 7.08 7.08 36.59 0.26 7.08 7.08 36.73 0.26 7.08 7.08 36.87 0.26 7.08 7.08 37.02 0.25 -9.00 9.00 36.84 0.33 -9.00 9.00 36.66 0.33 -9.00 9.00 36.48 0.33 -9.00 9.00 36.30 0.33 -9.01 9.01 36.12 0.33 -9.01 9.01 35.94 0.33 -9.01 9 01 35.76 0.34 -9.01 9.01 35.58 0 34 -9.02 9.02 35.40 0.34 -9.02 9.02 35.21 0.34 -9.02 9.02 35.03 0.34 -9.02 9.02 34.85 0.35 -9.03 9.03 34.67 0.35 -9.03 9.03 34.49 0.35 -9.03 9.03 34.31 0.35 -9.03 9.03 34.13 0.35 -9.04 9.04 33.95 0.35 -9.04 9.04 33.77 0.36 -9.04 9.04 33.59 0.36 -9.05 9.05 33.41 0.36 -9.05 9.05 33.23 0.36 -9.05 9.05 33.05 0.37 -9.05 9.05 32.87 0.37 -9.06 9.06 32.68 0.37 -9.06 9.06 32.50 0.37 -9.06 9.06 32.32 0.37 -9.06 9.06 32.14 0.38 -9.07 9.07 31.96 0.38 -9.07 9.07 31.78 0.38 -9.07 9.07 31.60 0.38 -9.07 9.07 31.42 0.39 -9.08 9.08 31.23 0.39 -9.08 9.08 31.05 0.39 -9.08 9.08 30.87 0.39 -9.08 9.08 30.69 0.39 -9.09 9.09 30.51 0.40 -9.09 9.09 30.33 0.40 -9.09 9.09 30.14 0.40 -9.09 9.09 29.96 0.40 -9.10 9.10 29.78 0.41 -9.10 9.10 29.60 0.41 -9.10 9.10 29.42 0.41 -9.11 9.11 29.23 0.42 -9.11 9.11 29.05 0.42 -9.11 -9.11 -9.12 9.11 9.11 9.12 28.87 28.69 28.51 0.42 0.42 0.43 Phi"Vc (k) 7.79 Comment PhiVd2 <Vu<= 7.79 PhiVd2 <Vu<= 7.78 PhiVd2 <Vu<= 7.78 PhiVc/2 <Vu<= 7.78 PhiVc/2 < Vu <= 7.78 PhiVd2 <Vu<= 7.78 PhiVc/2 < Vu <= 7 .86 PhiVc < Vu 7.86 PhiVc < Vu 7.86 PhiVc < Vu 7.86 PhiVc < Vu 7.87 PhiVc < Vu 7.87 PhiVc < Vu 7.87 PhiVc < Vu 7 .87 PhiVc < Vu 7 .87 PhiVc < Vu 7.88 PhiVc < Vu 7.88 PhiVc < Vu 7.88 PhiVc < Vu 7.88 PhiVc < Vu 7.89 PhiVc < Vu 7.89 PhiVc < Vu 7.89 PhiVc < Vu 7.89 PhiVc < Vu 7.89 PhiVc < Vu 7.90 PhiVc < Vu 7.90 PhiVc < Vu 7.90 PhiVc < Vu 7.90 PhiVc < Vu 7.91 PhiVc < Vu 7 .91 PhiVc < Vu 7.91 PhiVc < Vu 7.91 PhiVc < Vu 7 .92 PhiVc < Vu 7.92 PhiVc < Vu 7.92 PhiVc < Vu 7.92 PhiVc < Vu 7 .93 PhiVc < Vu 7.93 PhiVc < Vu 7.93 PhiVc < Vu 7.93 PhiVc < Vu 7.94 PhiVc < Vu 7.94 PhiVc < Vu 7.94 PhiVc < Vu 7 .95 PhiVc < Vu 7 .95 PhiVc < Vu 7.95 PhiVc < Vu 7.95 PhiVc < Vu 7 .96 PhiVc < Vu 7 .96 PhiVc < Vu 7.96 PhiVc < Vu 7.97 7.97 7.97 PhiVc<Vu PhiVc < Vu PhiVc<Vu Phi*Vs (kl Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 1.137 1.137 1.138 1.139 1.139 1.140 1.140 1.141 1.142 1.142 1.143 1.143 1.144 1.144 1.145 1.145 1.145 1.146 1.146 1.146 1.147 1.147 1.147 1.147 1.147 1.148 1.148 1.148 1.148 1.148 1.148 1.148 1.148 1.148 1.148 1.147 1.147 1.147 1.147 1.146 1.146 1.146 1.145 1.145 Phi"Vn Spacing (in) (k} Req'd Suggest --------- 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.0 8.0 8.0 21.1 8.0 8.0 211 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.1 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 1.144 21.2 8.0 8.0 1.144 21.2 8.0 8.0 1.143 Page 'fi_9f 1513.o 8.0 - - --- .. .. 11111 • II • • • • • .. .. Ill • .. -• -·- • .. ·-• ---.. - - - - Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block" selection. Title Blo_i;kliri§lL_ Concrete Beam Description : L2 (LINTEL) WI point load worst case Detailed Shear Information Load Combination +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L + 1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L + 1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H Span Number Distance 'd' (It) (in) - - 5.96 16.00 5.98 16.00 6.00 16.00 6.02 16.00 6.04 16.00 6.06 16.00 6.08 16.00 6.10 16.00 6.12 16.00 6.14 16.00 6.16 16.00 6.18 16.00 6.20 16.00 6.22 16.00 6.24 16.00 6.26 16.00 6.28 16.00 6.30 16.00 6.32 16.00 6.34 16.00 6.36 16.00 6.38 16.00 6.40 16.00 6.42 16.00 6.44 16.00 6.46 16.00 6.48 16.00 6.50 16.00 6.52 16.00 6.54 16.00 6.56 16.00 6.58 16.00 6.60 16.00 6.62 16.00 6.64 16.00 6.66 16.00 6.68 16.00 6.70 16.00 6.72 16.00 6.74 16.00 6.76 16.00 6.78 16.00 6.80 16.00 6.82 16.00 6.84 16.00 6.86 16.00 6.88 16.00 6.90 16.00 6.92 16.00 6.94 16.00 6.96 16.00 6.98 16.00 7.00 16.00 7.02 16 00 Project Title: Engineer: Project Descr: Vu (k) Mu d'Vu/Mu Phi'Vc Actual Design (k-lt) (k) -9.12 9.12 28.32 0.43 7.98 7.98 7.98 7.99 7.99 7.99 -9.12 9.12 28.14 0.43 -9.12 9.12 27.96 0.44 -9.13 9.13 27.78 0.44 -9.13 9.13 27.59 044 -9.13 9.13 27.41 0.44 -9.13 -9.14 -9.14 -9.14 -9.14 -9.15 -9.15 -9.15 -9.15 -9.16 -9.16 -9.16 -9.17 -9.17 -9.17 -9.17 -9.18 -9.18 -9.18 -9.18 -9.19 -9.19 -9.19 -9.19 -9.20 -9.20 -9.20 -9.20 -9.21 -9.21 -9.21 -9.21 -9.22 -9.22 -9.22 -9.23 -9.23 -9.23 -9.23 -9.24 -9.24 -9.24 -9.24 -9.25 -9.25 -9.25 -9.25 -9.26 9.13 27.23 0.45 8.00 9.14 27.04 0.45 8.00 9.14 26.86 0.45 8.00 9.14 26.68 0.46 8.01 9.14 26.50 0.46 8.01 9.15 26.31 0.46 8.01 9.15 26.13 0.47 8.02 9.15 25.95 0.47 8.02 9.15 25.76 0.47 8.03 9.16 25.58 0.48 8.03 9.16 25.40 0.48 8.03 9.16 25.21 0.48 8.04 9.17 25.03 0.49 8.04 9.17 24.85 0.49 8.05 9.17 24.66 0.50 8.05 9.17 24.48 0.50 8.05 9.18 24.30 0.50 8.06 9.18 24.11 0.51 8.06 9.18 23.93 0.51 8.07 9.18 23.75 0.52 8.07 9.19 23.56 0.52 8.08 9.19 23.38 0.52 8.08 9.19 23.20 0.53 8.09 9.19 23.01 0.53 8.09 9.20 22.83 0.54 8.10 9.20 22.64 0.54 8.10 9.20 22.46 0.55 8.11 9.20 22.28 0.55 8.11 9.21 22.09 0.56 8.12 9.21 21.91 0.56 8.12 9.21 21.72 0.57 8.13 9.21 21.54 0.57 8.13 9.22 21.36 0.58 8.14 9.22 21.17 0.58 8.15 9.22 20.99 0.59 8.15 9.23 20.80 0.59 8.16 9.23 20.62 0.60 8.16 9.23 20.43 0.60 8.17 9.23 20.25 0.61 8.18 9.24 20.06 0.61 8.18 9.24 19.88 0.62 8.19 9.24 19.69 0.63 8.20 9.24 19.51 0.63 8.20 9.25 19.32 0.64 8.21 9.25 9.25 9.25 9.26 19.14 18.95 18.77 18.58 0.64 0.65 0.66 0.66 8.22 8.22 8.23 8.24 Comment PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu Phi'Vs (k) 1.143 1.142 1.141 1.140 1.140 1.139 1.138 1.137 1.136 1.135 1.134 1.133 1.132 1.130 1.129 1.128 1.126 1.125 1.123 1.122 1.120 1.118 1.116 1.115 1.113 1.111 1.109 1.106 1.104 1.102 1.099 1.097 1.094 1.092 1.089 1.086 1.083 1.080 1.077 1.074 1.071 1.067 1.064 1.060 1.056 1.052 1.048 1.044 1.040 1.036 1.031 1.026 Project ID: Phi'Vn Spacing (in) (k) Req'd Suggest 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.2 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.3 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 8.0 8.0 21.4 21.4 8.0 8.0 1.022 21.4 8.0 1_017 Page ~-~f 151!.0 8.0 8.0 8.0 8.0 Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 i Concrete Bearn · -· ......... Description: L2 (LINTEL) WI point load worst case Detailed Shear Information Load Combination +1.20D-+-0.50Lr+1.60L+1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L + 1.60H +1.20D-+-0.50Lr+1.60L+1.60H + 1.20D-+-0.50Lr+1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L+1.60H +1.20D-+-0.50Lr+1.60L+1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L+1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H + 1.20D-+-O .50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H +1.20D-+-0.50Lr+1.60L +1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H + 1.20D-+-0.50Lr+1.60L + 1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H + 1.20D-+-0.50Lr+ 1.60L + 1.60H +1.20D-+-0.50Lr+1.60L +1.60H Span Number Distance 'd' (ft) (in) 7.04 16.00 7.06 16.00 7.08 16.00 7.10 16.00 7.12 16.00 7.14 16.00 7.16 16.00 7.18 16.00 7.20 16.00 7.22 16.00 7.24 16.00 7.26 7.28 7.30 7.32 7.34 7.36 7.38 7.40 7.42 7.44 7.46 7.48 7.50 7.52 7.54 7.56 7.58 7.60 7.62 7.64 7.66 7.68 7.70 7.72 7.74 7.76 7.78 7.80 7.82 7.84 7.86 7.88 7.90 7.92 7.94 7.96 7.98 8.00 8.02 8.04 8.06 8.08 8.10 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 Vu Actual -9.26 -9.26 -9.26 -9.27 -9.27 -9.27 -9.27 -9.28 -9.28 -9.28 -9.29 -9.29 -9.29 -9.29 -9.30 -9.30 -9.30 -9.30 -9.31 -9.31 -9.31 -9.31 -9.32 -9.32 -9.32 -9.32 -9.33 -9.33 -9.33 -9.33 -9.34 -9.34 -9.34 -9.35 -9.35 -9.35 -9.35 -9.36 -9.36 -9.36 -9.36 -9.37 -9.37 -9.37 -9.37 -9.38 -9.38 -9.38 -9.38 -9.39 -9.39 -9.39 -9.39 -9.40 (k) Design 9.26 9.26 9.26 9.27 9.27 9.27 9.27 9.28 9.28 9.28 9.29 9.29 9.29 9.29 9.30 9.30 9.30 9.30 9.31 9.31 9.31 9.31 9.32 9.32 9.32 9.32 9.33 9.33 9.33 9.33 9.34 9.34 9.34 9.35 9.35 9.35 9.35 9.36 9.36 9.36 9.36 9.37 9.37 9.37 9.37 9.38 9.38 9.38 9.38 9.39 9.39 9.39 9.39 9.40 Mu (k-ft) 18.40 18.21 18.03 17.84 17.66 17.47 17.29 17.10 16.92 16.73 16.54 16.36 16.17 15.99 15.80 15.62 15.43 15.24 15.06 14.87 14.68 14.50 14.31 14.13 13.94 13.75 13.57 13.38 13.19 13.01 12.82 12.63 12.45 12.26 12.07 11.89 11.70 11.51 11.32 11.14 10.95 10.76 10.57 10.39 10.20 10.01 9.83 9.64 9.45 9.26 9.07 8.89 8.70 8.51 Project Title: Engineer: Project Descr: d"Vu/Mu 0.67 0.68 0.69 0.69 0.70 0.71 0.72 0.72 0.73 0.74 0.75 0.76 0.77 0.78 0.78 0.79 0.80 0.81 0.82 0.83 0.85 0.86 0.87 0.88 0.89 0.90 0.92 0.93 0.94 0.96 0.97 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi"Vc (k) 8.25 8.26 8.26 8.27 8.28 8.29 8.30 8.31 8.32 8.33 8.33 8.34 8.35 8.36 8.38 8.39 8.40 8.41 8.42 8.43 8.44 8.46 8.47 8.48 8.50 8.51 8.52 8.54 8.55 8.57 8.59 8.60 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 Comment PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc<Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhNc<Vu PhiVc < Vu PhiVc< Vu PhiVc<Vu PhiVc<Vu PhiVc <Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc<Vu PhiVc<Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc<Vu Phi"Vs (k) 1.012 1.006 1.001 0.9952 0.9894 0.9834 0.9773 0.9709 0.9644 0.9576 0.9507 0.9435 0.9361 0.9284 0.9205 0.9124 0.9039 0.8953 0.8863 0.8770 0.8675 0.8576 0.8474 0.8368 0.8259 0.8147 0.8030 0.7909 0.7785 0.7655 0.7522 0.7383 0.7249 0.7275 0.7302 0.7328 0.7354 0.7380 0.7406 0.7432 0.7458 0.7484 0.7510 0.7536 0.7563 0.7589 0.7615 0.7641 0.7667 0.7693 0.7719 Project ID: Phi"Vn Spacing (in) (k) Req'd Suggest 21.4 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 8.0 21.5 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.6 8.0 21.7 8.0 21.7 8.0 21.7 8.0 21.7 8.0 21.7 8.0 21.7 8.0 21.7 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 21.8 8.0 0.7745 21.8 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 0.7771 21.8 8.0 0.7797 Page ~-~f 15110 - -..... - • • • .. • • • .. .. • .. I ... - -- - Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Concr:et• S~ari! ;;cfc .. Description : L2 (LINTEL) W/ point load worst case Detailed Shear Information Span Load Combination Number +1.20D-+0.50Lr+1.6bl +1.oOl-r +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+O .50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+O. SO Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H + 1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H + 1.200+0 50Lr+ 1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.200+0 .SOLr + 1.60L + 1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.20D+O .SO Lr+ 1.60L + 1.60H + 1.200+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H Distance 'd' (fl) (in) 8.12 16.00 8.14 16.00 8.16 16.00 8.18 16.00 8.20 16.00 8.22 16.00 8.24 16.00 8.26 16.00 8.28 16.00 8.30 16.00 8.32 16.00 8.34 16.00 8.36 16.00 8.38 16.00 8.40 16.00 8.42 16.00 8.44 16.00 8.46 16.00 8.48 16.00 8.50 16.00 8.52 16.00 8.54 16.00 8.56 16.00 8.58 16.00 8.60 16.00 8.62 16.00 8.64 16.00 8.66 16.00 8.68 16.00 8.70 16.00 8.72 16.00 8.74 16.00 8.76 16.00 8.78 16.00 8.80 16.00 8.82 16.00 8.84 16.00 8.86 16.00 8.88 16.00 8.90 16.00 8.92 16.00 8.94 16.00 8.96 16.00 8.98 16.00 9.00 16.00 Vu (k) Actual Design -9.40 9.40 -9.40 9.40 -9.41 9.41 -9.41 9.41 -9.41 9.41 -9.41 9.41 -9.42 9.42 -9.42 9.42 -9.42 9.42 -9.42 9.42 -9.43 9.43 -9.43 9.43 -9.43 9.43 -9.43 9.43 -9.44 9.44 -9.44 9.44 -9.44 9.44 -9.44 -9.45 -9.45 -9.45 -9.46 -9.46 -9.46 -9.46 -9.47 -9.47 -9.47 -9.47 -9.48 -9.48 -9.48 -9.48 -9.49 -9.49 -9.49 -9.49 -9.50 -9.50 -9.50 -9.50 -9.51 -9.51 -9.51 -9.52 9.44 9.45 9.45 9.45 9.46 9.46 9.46 9.46 9.47 9.47 9.47 9.47 9.48 9.48 9.48 948 9.49 9.49 9.49 9.49 9.50 9.50 950 950 9.51 9.51 9.51 9.52 Project Title: Engineer: Project Descr: Mu d'Vu/Mu (k-fl) 8.32 1.00 8.13 1.00 7.95 1.00 7.76 1.00 7.57 1.00 7.38 1.00 7.19 1.00 7.01 1.00 6.82 1.00 6.63 1.00 6.44 1.00 6.25 1.00 6.06 1.00 5.87 100 5.69 1.00 5.50 1.00 5.31 100 5.12 4.93 4.74 4.55 4.36 4.17 3.98 3.80 3.61 3.42 3.23 3.04 2.85 2.66 2.47 2.28 2.09 1.90 1.71 1.52 1.33 1.14 0.95 0.76 0.57 0.38 0.19 0.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 Phi'Vc (k) 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 8.62 Comment PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc <Vu PhiVc< Vu PhiVc <Vu PhiVc< Vu PhiVc<Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc <Vu PhiVc < Vu PhiVc<Vu PhiVc< Vu PhiVc< Vu PhiVc<Vu PhiVc< Vu PhiVc< Vu PhiVc <Vu PhiVc < Vu PhiVc<Vu PhiVc< Vu PhiVc<Vu Phi'Vs (k) 0.7824 0.7850 0.7876 0.7902 0.7928 0.7954 0.7980 0.8006 0.8032 0.8058 0.8085 0.8111 0.8137 0.8163 0.8189 0.8215 0.8241 0.8267 0.8293 0.8319 0.8346 0.8372 0.8398 0.8424 0.8450 0.8476 0.8502 0.8528 0.8554 0.8580 0.8607 0.8633 0.8659 0.8685 0.8711 0.8737 0.8763 0.8789 0.8815 0.8841 0.8868 0.8894 0.8920 0.8946 0.8972 Project ID: Phi*Vn Spacing (in) (k) Req'd Suggest 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8 0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 21.8 21.8 21.8 21.8 21.8 21.8 21.8 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 80 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 21.8 8.0 8.0 Page 50 of 159 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 •t~ft,,l:li~~;,·" Description : L 1 (LINTEL) WORST CASE CODE REFERENCES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : ASCE 7-02 . Material Properties __ .... fc = 3.0ksi <I> PhiValues fr= fc 112 * 7.50 410.792 psi \JI Density 145.0 pcf p 1 'A. LIWt Factor 1.0 Elastic Modulus 3,122.0ksi Fy -Stirrups E-Stirrups Project Title: Engineer: Project Descr: Flexure: 0.90 Shear: 0.750 0.850 40.0ksi 29,000.0 ksi fy -Main Rebar 60.0 ksi Stirrup Bar Size # = # 3 E -Main Rebar = 29,000.0 ksi Number of Resisting Legs Per Stirrup = Load Combination ASCE 7-02 Cri)$s Section & ~einforcing Details Rectangular Section, Width= 6.0 in, Height= 16.0 in Span #1 Reinforcing .... 2 D(0.91) L(0.52) 6" W X 16" h Span=8.0 ft Project ID: C ~ 6 in 1-#5 at 2.0 in from Bottom, from 0.0 to 8.0 ft in this span 1-#5 at 2.0 in from Top, from 0.0 to 8.0 fl in this span -· Applied f,.oads ----------·--··----··----· ..... -·-· ------··. Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.910, L = 0.520 k/ft, Tributary Width= 1.0 ft DESIGN.SUMMARY Maximum Bending Stress Ratio = 0.815 : 1 Section used for this span Typical Section Mu : Applied 15.392 k-ft Mn• Phi: Allowable 18.879k-ft Load Combination +1.20D-+-0.50Lr+ 1.60L + 1.60H Location of maximum on span 4.000ft Span # where maximum occurs Span # 1 Vertical Reactions • Unfactored Load Combination Support 1 Support 2 Overall MAXimum !iJ20 ·· · · · · 5~120· · D Only 3.640 3.640 L Only 2.080 2.080 O+L 5.720 5.720 Maximum Deflection Max Downward L + Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 __ Shear Stirru~ Requirements ______ .. __ .. __ .... ----.. -____ ... Between 0.00 to 2.24 ft, PhiVc/2 <Vu<= PhiVc, Req'd Vs= Min 11.4.5.1, use stirrups spaced at 7.000 in Between 2.26 to 5.74 ft. Vu< PhiVc/2, Req'd Vs= Not Reqd, use stirrups spaced at 0.000 in Between 5.76 to 7.98 ft, PhiVc < Vu, Req'd Vs= 0.5585, use stirrups spaced at 7.000 in Maximum Forces & Stresses for Load Combinations, . · . Load Combination · · · · ··· ·· · · Bending Stress Results ( k-ft) Location (ft) ... .. . . --... -. . . - Segment Length Span# . in Span _ Mu : Max Phi*Mnx Stress Ratio MAXim1.1m BENDING Envelope Span# 1 8.000 15.39 18.88 0.82 +1.40D Design OK 0.021 in Ratio= 0.000 in Ratio= 0.034 in Ratio= 0.000 in Ratio= 4529 0<360 2798 999<180 Page 51 of 159 I I I • • Title Block Line 1 Project Title: Project ID: You can change this area Engineer: using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block" selection. . Title BlocLLine 6 ___ -···· Printed: 3 DEC 2013, 1015PM ----~,-~~------.---·-~---~--,----·----------. file :C:\Users\defultl~x\t3140P-;11CACLUL ~11mooe1&1Enercatc\liUTTON~1£C6 .. : Concrete Beam . ·· ·· : • ENtRCALC;lflC: 19/J}2013, Boikl:6. 13.8.20, Ver:6. 13.UO !J•l· Description : L 1 (LINTEL) WORST CASE Load Combination Location (ft) Bending Stress Results ( k-ft) "'"' Segment Length Span# Mu: Max Stress Ratio in Span Phi*Mnx Span# 1 1 8.000 10.19 18.88 0.54 ''''" +1.20D+0.50Lr+1.60L +1.60H Span# 1 8.000 15.39 18.88 0.82 1/jlij +1.20D+1.60L +0.50S+1.60H Span# 1 8.000 15.39 18.88 0.82 ;'IJ~ +1.20D+1.60Lr+0.50L Span# 1 8.000 10.82 18.88 0.57 +1.20D+1.60Lr+0.80W ... Span# 1 8.000 8.74 18.88 0.46 +1.20D+0.50L +1.60S ,, .. Span# 1 8.000 10.82 18.88 0.57 +1.20D+1.60S+0.80W Span# 1 8.000 8.74 18.88 0.46 • +1.20D+0.50Lr+0.50L +1.60W Span# 1 8.000 10.82 18.88 0.57 .. +1.20D+0.SOL +0.50S+1.60W Span# 1 8.000 10.82 18.88 0.57 -+1.20D+0.50L +0.20S+E Span# 1 8.000 10.82 18.88 0.57 +0.90D+1.60W+1.60H -Span# 1 8.000 6.55 18.88 0.35 +0.90D+E+1.60H .. Span# 1 1 8.000 6.55 18.88 0.35 Overall Maximum Deflections • Unfactored Loads ----------------------------------··--Load Combination Span Max."·" Defl Location in Span Load Combination Max."+" Defl Location in Span .. D-tl 1 00343 4.080 00000 0.000 Detailed Shear Information ·-Span Distance 'd' Vu (k) Mu d'Vu/Mu Phi'Vc Comment Phi'Vs Phi'Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest -+1.20D+1.60L +0.50S+1.60H 0.00 14.00 7.70 7.70 0.00 1.00 7.14 PhiVc<Vu 0.5585 20.3 7.0 7.0 +1.20D+ 1.60L +0.50S+1.60H 0.02 14.00 7.66 7.66 0.14 1.00 7.14 PhiVc<Vu 0.5243 20.3 7.0 7.0 -+1.20D+1.60L+0.50S+1.60H 0.04 14.00 7.63 7.63 0.27 1.00 7.14 PhiVc< Vu 0.4901 20.3 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.05 14.00 7.59 7.59 0.41 1.00 7.14 PhiVc<Vu 0.4559 20.3 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H O.o? 14.00 7.56 7.56 0.54 1.00 7.14 PhiVc<Vu 0.4217 203 7.0 7.0 +1.20D+ 1.60L +0.50S+ 1.60H 0.09 14.00 7.52 7.52 0.68 1.00 7.14 PhiVc<Vu 0.3875 20.3 7.0 7.0 ·-+1.20D+ 1.60L +0.50S+1.60H 0.11 14.00 7.49 7.49 0.81 1.00 7.14 PhiVc<Vu 0.3533 20.3 7.0 7.0 + 1.20D+ 1. 60L +O .SOS+ 1 .60H 0.12 14.00 7.46 7.46 0.94 1.00 7.14 PhiVc<Vu 0.3191 20.3 7.0 7.0 .. +1.20D+1.60L +0.50S+1.60H 0.14 14.00 7.42 7.42 1.08 1.00 7.14 PhiVc< Vu 0.2849 20.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 0.16 14.00 7.39 7.39 1.21 1.00 7.14 PhiVc< Vu 0.2507 203 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 0.18 14.00 7.35 7.35 1.34 1.00 7.14 PhiVc<Vu 0.2165 20.3 7.0 7.0 +1.20D+ 1.60L +0.50S+ 1.60H 0.20 14.00 7.32 7.32 1.47 1.00 7.14 PhiVc<Vu 0.1823 20.3 7.0 7.0 -+1.200+ 1.60L +0.50S+ 1.60H 0.21 14.00 7.29 7.29 1.60 1.00 7.14 PhiVc<Vu 0.1481 20.3 7.0 7.0 +1.20D+1.60L+0.50S+1.60H 0.23 14.00 7.25 7.25 1.73 1.00 7.14 PhiVc <Vu 0.1139 20.3 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 0.25 14.00 7.22 7.22 1.86 1.00 7.14 PhiVc<Vu 0.07965 20.3 7.0 7.0 + 1.20D+ 1. 60L +O .SOS+ 1.60H 0.27 14.00 7.18 7.18 1.98 100 7.14 PhiVc<Vu 0.04544 20.3 7.0 7.0 -+1.20D+ 1.60L +0.50S+ 1.60H 0.28 14.00 7.15 7.15 211 1.00 7.14 PhiVc<Vu 0.01124 20.3 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.30 14.00 7.11 7.11 2.24 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 0.32 14.00 7.08 7.08 2.36 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.34 14.00 7.05 7.05 2.49 1.00 7.14 PhNc/2 < Vu <= Min11.4.5 20.3 7.0 7.0 -+1.20D+1.60L+0.50S+1.60H 0.36 14.00 7.01 7.01 2.61 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 + 1.20D+ 1. 60L +O .SOS+ 1.60H 0.37 14.00 6.98 6.98 2.74 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 -+1.20D+ 1.60L +0.50S+1.60H 0.39 14.00 6.94 6.94 2.86 100 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 .. +1.20D+1.60L +0.50S+1.60H 0.41 14.00 6.91 6.91 2.99 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 +1.20D+1.60L +O.S0S+1.60H 0.43 14.00 6.88 6.88 3.11 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 0.44 14.00 6.84 6.84 3.23 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 +1.20D+1.60L +0.50S+1.60H 0.46 14.00 6.81 6.81 3.35 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 -+1.20D+1.60L +0.50S+1.60H 0.48 14.00 6.77 6.77 3.47 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 + 1.20D+ 1. 60L +O .SOS+ 1.60H 0.50 14.00 6.74 6.74 3.59 1.00 7.14 PhiVc/2 < Vu <= Min 11.4~age ~if 15gO 7.0 +1.20D+1.60L +0.50S+1.60H 0.52 14.00 6.70 6.70 3.71 1.00 7.14 PhiVc/2 < Vu <= Min 11.4.5 20.3 7.0 7.0 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 [cifri~ret" Be~i'ij, ---~ ·. •· ,,,0,lL ._ :\::, j>c,,fo,,;.-_,,;,.,,, ,,,,,-v'<,".-c~c ',' ~. Description : Detailed Shear Information Span Load Combination Number +i .200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L +0.50$+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H + 1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L +0.50$+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L+0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1. 60L +0.50S+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H Distance 'd' Vu (k) (ft) (in) Actual Design ------------ 0.53 14.00 6.67 6.67 0.55 14.00 6.64 6.64 0.57 14.00 0.59 14.00 0.60 14.00 0.62 14.00 0.64 14.00 0.66 14.00 0.68 14.00 0.69 14.00 0.71 14.00 0.73 14.00 0.75 14.00 0.76 14.00 0.78 14.00 0.80 14.00 0.82 14.00 0.84 14.00 0.85 0.87 0.89 0.91 0.92 0.94 0.96 0.98 1.00 1.01 103 1.05 1.07 1.08 1.10 1.12 1.14 1.16 1.17 1.19 1.21 1.23 1.24 1.26 1.28 1.30 1.32 1.33 1.35 1.37 1.39 1.40 1.42 1.44 1.46 1.48 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 6.60 6.57 6.53 6.50 6.46 6.43 6.40 6.36 6.33 6.29 6.26 6.23 6.19 6.16 6.12 6.09 6.05 6.02 5.99 5.95 5.92 5.88 5.85 5.81 5.78 5.75 5.71 5.68 5.64 5.61 5.58 5.54 5.51 5.47 5.44 5.40 5.37 5.34 5.30 5.27 5.23 5.20 5.16 5.13 5.10 5.06 5.03 4.99 4.96 4.93 4.89 4.86 6.60 6.57 6.53 6.50 6.46 6.43 6.40 6.36 6.33 6.29 6.26 6.23 6.19 6.16 6.12 6.09 6.05 6.02 5.99 5.95 5.92 5.88 5.85 5.81 5.78 5.75 5.71 5.68 5.64 5.61 5.58 5.54 5.51 5.47 5.44 5.40 5.37 5.34 5.30 5.27 5.23 5.20 5.16 5.13 5.10 5.06 5.03 4.99 4.96 4.93 4.89 4.86 Mu (k-ft) 3.83 3.95 4.07 4.18 4.30 4.42 4.53 4.65 4.76 4.87 4.99 5.10 5.21 5.32 5.43 5.54 5.65 5.76 5.87 5.97 6.08 6.19 6.29 6.40 6.50 6.61 6.71 6.81 6.91 7.01 7.11 7.21 7.31 7.41 7.51 7.61 7.71 7.80 7.90 7.99 8.09 8.18 8.27 8.37 8.46 8.55 8.64 8.73 8.82 8.91 9.00 9.09 9.17 9.26 Project Title: Engineer: Project Descr: Project ID: Pnnled: 3 DEC 2013, 10:15PM i\llt\Oropbc-,x\13140P.:.1\CACLUL ":11models\Enercalc\HUTT()IM .EC6 !;;NEBCALC. lNC. 1983-2013, Buifd:6.13.8:20, Ver:6.13.8.20 d'Vu/Mu Phi'Vc (k) ---- 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 1.00 7.14 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.96 0.94 0.93 0.91 0.89 0.87 0.86 0.84 0.82 0.81 0.79 0.78 0.76 0.75 0.74 0.72 0.71 0.70 0.69 0.68 0.66 0.65 0.64 0.63 0.62 0.61 7.14 PhNc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.13 7.12 7.11 7.09 7.08 7.07 7.06 7.05 7.04 7.03 7.03 7.02 7.01 7.00 6.99 6.99 6.98 6.97 6.96 6.96 6.95 6.94 6.94 6.93 6.92 6.92 6.91 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi'Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 20.3 20.3 20.3 20.3 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 Min 11.4.5 20.1 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 70 Min 11.4.~ 2Q.1 7.0 Min 11.4.Sage ~n.?f 159r.o ... - .. .. .. .. • • .. • - - - --- - --------- - - Tille Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block" selection . .. Title Block Line_ 6 __ ! Concrete Beam Description : L 1 (LINTEL) WORST CASE Detailed Shear Information Load Combination +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1. 20D+ 1. 60L +O. 50S+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L -+-0.50S+1.60H Span Number Distance 'd' (ft) (in) 1.49 14.00 1.51 14.00 1.53 14.00 1.55 14.00 1.56 14.00 1.58 14.00 160 14.00 1.62 14.00 1.64 14.00 1.65 14.00 1.67 14.00 1.69 14.00 1.71 14.00 1.72 14.00 1.74 14.00 1.76 14.00 1.78 14.00 1.80 14.00 1.81 14.00 1.83 14.00 1.85 14.00 1.87 14.00 1.88 14.00 1.90 14.00 1.92 14.00 1.94 14.00 1.96 14.00 1.97 14.00 1.99 14.00 2 01 14.00 203 14.00 204 14.00 2.06 14.00 2.08 14.00 2.10 14.00 2.12 14.00 2.13 14.00 2.15 14.00 2.17 14.00 2.19 14.00 2.20 14.00 2.22 14.00 2.24 14.00 2.26 14.00 2.28 14.00 2.29 14.00 2.31 14.00 2.33 14.00 2.35 14.00 2.36 14.00 2.38 2.40 2.42 2.44 14.00 14.00 14.00 14.00 Project Title: Engineer: Project Descr: Vu (k) Mu d*Vu/Mu Phi*Vc Comment Actual Design (k-ft) (k) - 4.82 4.82 9.35 0.60 6.91 6.90 6.89 6.89 6.88 PhiVc/2 < Vu <= 4.79 4.79 9.43 0.59 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 4.75 4.75 9.52 0.58 4.72 4.69 4.72 4.69 9.60 9.69 4.65 4.65 9.77 4.62 4.62 9.85 4.58 4.58 9.93 4.55 4.55 10.01 4.51 4.51 10.09 4.48 4.48 10.17 4.45 4.45 10.25 4.41 4.41 10.33 4.38 4.38 10.41 4.34 4.34 10.49 4.31 4.31 10.57 4.28 4.28 10.64 4.24 4.24 10.72 4.21 4.21 10.79 4.17 4.17 10.87 4.14 4.14 10.94 4.10 4.10 11.01 4.07 4.07 11.09 4.04 4.04 11.16 4.00 4.00 11.23 3.97 3.97 11.30 3.93 3.93 11.37 3.90 3.90 11.44 3.87 3.87 11.51 3.83 3.83 11.58 3.80 3.80 11.65 3.76 3.76 11.71 3.73 3.73 11.78 3.69 3.69 11.85 3.66 3.66 11.91 3.63 3.63 11.98 3.59 3.59 12.04 3.56 3.56 12.10 3.52 3.52 12.17 3.49 3.49 12.23 3.45 3.45 12.29 3.42 3.42 12.35 3.39 3.39 12.41 3.35 3.35 12.47 3.32 3.32 12.53 3.28 3.28 12.59 3.25 3.25 12.65 3.22 3.22 12.71 3.18 3.18 12.76 3.15 3.15 12.82 3.11 3.08 3.04 3.01 3.11 3.08 3.04 3.01 12.87 12.93 12.98 13.04 0.57 0.56 0.56 6.88 PhiVc/2 <Vu<= 0.55 6.87 PhiVc/2 <Vu<= 0.54 6.87 PhiVc/2 < Vu <= 0.53 6.86 PhiVc/2 <Vu<= 0.52 6.86 PhiVc/2 <Vu<= 0.51 6.85 PhiVc/2 <Vu<= 0.51 6.85 PhiVc/2 < Vu <= 0.50 6.85 PhiVc/2 <Vu<= 0.49 6.84 PhiVc/2 <Vu<= 0.48 6.84 PhiVc/2 <Vu<= 0.48 6.83 PhiVc/2 <Vu<= 0.47 6.83 PhiVc/2 <Vu<= 0.46 6.82 PhiVc/2 <Vu<= 0.45 6.82 PhiVc/2 < Vu <= 0.45 6.82 PhiVc/2 <Vu<= 0.44 6.81 PhiVc/2 <Vu<= 0.43 6.81 PhiVc/2 <Vu<= 0.43 6.81 PhiVc/2 < Vu <= 0.42 6.80 PhiVc/2 <Vu<= 0.42 6.80 PhiVc/2 <Vu<= 0.41 6.79 PhiVc/2 <Vu<= 0.40 6.79 PhiVc/2 <Vu<= 0.40 6.79 PhiVc/2 <Vu<= 0.39 6.78 PhiVc/2 <Vu<= 0.39 6.78 PhiVc/2 < Vu <= 0.38 6.78 PhiVc/2 <Vu<= 0.37 6.77 PhiVc/2 <Vu<= 0.37 6.77 PhiVc/2 <Vu<= 0.36 6.77 PhiVc/2 <Vu<= 0.36 6.76 PhiVc/2 <Vu<= 0.35 6.76 PhiVc/2 <Vu<= 0.35 6.76 PhiVc/2 < Vu <= 0.34 6.76 PhiVc/2 <Vu<= 0.34 6.75 PhiVc/2 <Vu<= 0.33 6.75 PhiVc/2 <Vu<= 0.33 6.75 PhiVc/2 <Vu<= 0.32 6.74 PhiVc/2 <Vu<= 0.32 6.74 PhiVc/2 <Vu<= 0.31 6.74 Vu< PhiVc/2 0.31 6.74 Vu< PhiVc/2 0.30 6.73 Vu< PhiVc/2 0.30 6.73 Vu< PhiVc/2 0.30 6.73 Vu < PhiVc/2 0.29 6.73 Vu < PhiVc/2 0.29 6.72 Vu< PhiVc/2 0.28 0.28 0.27 0.27 6.72 6.72 6.72 6.71 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Project ID: Phi*Vn Spacing (in) {k) Req'd Suggest 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 20.1 7.0 7.0 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 19.9 7.0 7.0 19.9 7.0 7.0 19.9 7.0 7.0 19.9 7.0 7.0 6.7 0.0 0.0 6.7 0.0 00 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 Not Reqd 6.7 0.0 0.0 0.0 0.0 0.0 Not Req<j, 6.7 0.0 NotReqdage 5%?f 15%0 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: I '_ ~ --. _., C • • , -' -•• A • ' A : Concrete Beam Description : L 1 (LINTEL) WORST CASE Detailed Shear Information Load Combination + 1.200+ f60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.200+ 1.60L +O .SOS+ 1.60H + 1.200+ 1. 60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +O.SOS+ 1.60H + 1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1 .60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1.60H + 1.200+ 1. 60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1.60H Span Number Distance 'd' (ft) (in) 2.45 14.00 2.47 14.00 2.49 14.00 2.51 14.00 2.52 14.00 2.54 14.00 2.56 14.00 2.58 14.00 2.60 14.00 2.61 14.00 2.63 14.00 2.65 14.00 2.67 14.00 2.68 14.00 2.70 14.00 2.72 14.00 2.74 14.00 2.76 14.00 2.77 14.00 2.79 14.00 2.81 14.00 2.83 14.00 2.84 14.00 2.86 14.00 2.88 14.00 2.90 14.00 2.92 14.00 2.93 14.00 2.95 14.00 2.97 14.00 2.99 14.00 3.00 14.00 3.02 14.00 3.04 14.00 3.06 14.00 3.08 14.00 3.09 14.00 3.11 14.00 3.13 14.00 3.15 14.00 3.16 14.00 3.18 14.00 3.20 14.00 3.22 14.00 3.24 14.00 3.25 14.00 3.27 14.00 3.29 14.00 3.31 14.00 3.32 14.00 3.34 14.00 3.36 14.00 3.38 14.00 3.40 14.00 Vu (k) Mu d"Vu/Mu Actual Design (k-ft) - - ------------ 2.98 2.98 13.09 0.27 2.94 2.94 13.14 0.26 2.91 2.91 13.20 0.26 2.87 2.87 13.25 0.25 2.84 2.84 13.30 0.25 2.80 2.80 13.35 0.25 2.77 2.77 13.40 0.24 2.74 2.74 13.45 0.24 2.70 2.70 13.49 0.23 2.67 2.67 13.54 0.23 2.63 2.63 13.59 0.23 2.60 2.60 13.64 0.22 2.57 2.57 13.68 0.22 2.53 2.53 13.73 0.22 2.50 2.50 13.77 0.21 2.46 2.46 13.82 0.21 2.43 2.43 13.86 0.20 2.39 2.39 13.90 0.20 2.36 2.36 13.94 0.20 2.33 2.33 13.99 0.19 2.29 2.29 14.03 0.19 2.26 2.26 14.07 0.19 2.22 2.22 14.11 0.18 2.19 2.19 14.15 0.18 2.15 2.15 14.19 0.18 2.12 2.12 14.22 0.17 2.09 2.09 14.26 0.17 2.05 2.05 14.30 0.17 2.02 2.02 14.33 0.16 1.98 1.98 14.37 0.16 1.95 1.95 14.40 0.16 1.92 1.92 14.44 0.15 1.88 1.88 14.47 0.15 1.85 1.85 14.51 0.15 1.81 1.81 14.54 0.15 1.78 1.78 14.57 0.14 1.74 1.74 14.60 0.14 1.71 1.71 14.63 0.14 1.68 1.68 14.66 0.13 1.64 1.64 14.69 0.13 1.61 1.61 14.72 0.13 1.57 1.57 14.75 0.12 1.54 1.54 14.78 0.12 1.50 1.50 14.80 0.12 1.47 1.47 14.83 0.12 1.44 1.44 14.86 0.11 1.40 1.40 14.88 0.11 1.37 1.37 14.91 0.11 1.33 1.33 14.93 0.10 1.30 1.30 14.95 0.10 1.27 1.27 14.98 0.10 1.23 1.23 15.00 0.10 1.20 1.20 15.02 0.09 1.16 1.16 15.04 0.09 Phi"Vc (k) 6.71 6.71 6.71 6.70 6.70 6.70 6.70 6.69 6.69 6.69 6.69 6.69 6.68 6.68 6.68 6.68 6.68 6.67 6.67 6.67 6.67 6.67 6.66 6.66 6.66 6.66 6.66 6.65 6.65 6.65 6.65 6.65 6.64 6.64 6.64 6.64 6.64 6.64 6.63 6.63 6.63 6.63 6.63 6.63 6.62 6.62 6.62 6.62 6.62 6.62 6.61 6.61 6.61 6.61 Comment Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVc/2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu <PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu<PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Vu< PhiVd2 Phi"Vs (k) NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd No!Reqd NotReqd NotReqd Project ID: Phi"Vn Spacing (in) (k) Req'd Suggest 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 Not Reqd 6.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 6.6 0.0 Not Reqd 6.6 0.0 Not Reqd 6.6 0.0 Not Reqd §.6 0.0 Not Reqclage 5'il.~f 15%.o -- .. • • • • • I • .. • .. .. • .. • . n • ,111111 • '""' • --- ---• -• ------- --- - Title Block Line 1 You can change this area using the 'Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 ~~-----.·. ~.~-t·C,qnc;a:~te. ijeam Description : L 1 (LINTEL} WORST CASE Detailed Shear Information Span Load Combination Number +UOO+l60[:.:0.50S+1.60H -- +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H + 1.200+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H Distance 'd' (It) (in} 3.41 14.00 3.43 14.00 3.45 14.00 3.47 14.00 3.48 14.00 3.50 14.00 3.52 14.00 3.54 14 00 3.56 14.00 3.57 14.00 3.59 14.00 3.61 14.00 3.63 14.00 3.64 14.00 3.66 14.00 3.68 14.00 3.70 14.00 3.72 14.00 3.73 14.00 3.75 14.00 3.77 14.00 3.79 14.00 3.80 14.00 3.82 14.00 3.84 14.00 3.86 14.00 3.88 14.00 3.89 14.00 3.91 14.00 3.93 14.00 3.95 14.00 3.96 14.00 3.98 14 00 4.00 14.00 4 02 14.00 4.04 14.00 4.05 14.00 4.07 14.00 4.09 14.00 4.11 14.00 4.12 14.00 4.14 14.00 4.16 14.00 4.18 4.20 4.21 4.23 4.25 4.27 4.28 4.30 4.32 4.34 4.36 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Project Title: Engineer: Project ID: Project Oescr: file: C:\Users\defult\0ropbox\13t40P;,1\CACI..UL,.;- Vu (k) Mu d'Vu/Mu Phi'Vc Actual Design (k-lt) (k) 1.13 1.13 15.06 0.09 6.61 6.61 6.60 1.09 1.09 15.08 0.08 106 1.06 15.10 0.08 1.03 1.03 15.12 0.99 0.99 15.14 0.96 0.96 15.15 0.92 0.92 15.17 0.89 0.89 15.19 0.86 0.86 15.20 0.82 0.82 15.22 0.79 0.79 15.23 0.75 0.75 15.24 0 72 0 72 15.26 0.68 0.68 15.27 0.65 0.65 15.28 0.62 0.62 15.29 0.58 0.58 15.30 0.55 0.55 15.31 0.51 0.51 15.32 0.48 0.48 15.33 0.44 0.44 15.34 0.41 0.41 15.35 0.38 0.38 15.36 0.34 0.34 15.36 0.31 0.31 15.37 0.27 0.27 15.37 0.24 0.24 15.38 0.21 0.21 15.38 0.17 0.17 15.38 0.14 0.14 15.39 0.10 0.10 15.39 0.07 0.07 15.39 O.D3 O.D3 15.39 0.00 0.00 15.39 -0.03 0.03 15.39 -0.07 0.07 15.39 -0.10 0.10 15.39 -0.14 0.14 15.39 -0.17 0.17 15.38 -0.21 0.21 15.38 -0.24 0.24 15.38 -0.27 0.27 15.37 -0.31 0.31 15.37 -0.34 -0.38 -0.41 -0.44 -0.48 -0.51 -0.55 -0.58 -0.62 -0.65 -0.68 0.34 0.38 0.41 0.44 0.48 0.51 0.55 0.58 0.62 0.65 0.68 15.36 15.36 15.35 15.34 15.33 15.32 15.31 15.30 15.29 15.28 15.27 0.08 6.60 0.08 6.60 0.07 6.60 0.07 6.60 0.07 6.60 0.07 6.59 0.06 6.59 0.06 6.59 0.06 6.59 0.05 6.59 0.05 6.59 0.05 6.59 0.05 6.58 0.04 6.58 0.04 6.58 0.04 6.58 0.04 6.58 003 6.58 0.03 6.57 0.03 6.57 003 6.57 0.02 6.57 0.02 6.57 0.02 6.57 0.02 6.57 0.01 6.56 0.01 6.56 0.01 6.56 0.01 6.56 0 00 6.56 0.00 6.56 0 00 6.56 0.01 6.56 0.01 6.56 0.01 6.56 0.01 6.56 0.02 6.57 0.02 6.57 0.02 6.57 0.02 6.57 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 0.05 0.05 0.05 6.57 6.57 6.57 6.58 6.58 6.58 6.58 6.58 6.58 6.59 6.59 . ENtRCALC;\NC;"1$S:Z. Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 66 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0 0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 6.6 6.6 6.6 6.6 6.6 66 6.6 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 Not Reqd 6.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 Not Reqq_, jj.6 0.0 Not Reqdage 5'1rnf 15110 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Project Title: Engineer: Project ID: Project Descr: Tille Block Line 6 . . .. . Printed: 3 DEC 2013, 10:15PM ····•:,:: ":·,.: :· .:·:.' : '-· ---:--~--~. .,,-~~ .· :. •: ,,, . FJTe=C:\Userslde~-~140MICACLUL~11m· . i Qpf1.'<;rtJtt Bff:arn . .. .. . . . : :EMERCAlC, ]NC 1983-201 I ~·c'' • '•, ~,,,.,>•<OS •S'. ,s'CCA,• -"' c " ,~,.' Description : L 1 (LINTEL) WORST CASE Detailed Shear lnfonnation Span Load Combination Number + T20D+1.60L .i-0.SOS+ f60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H + 1.200+ 1. 60L +O .SOS+ 1.60H +1.200+1.60L +O.SOS+1.60H +1.200+ 1.60L +O.S0S+1.60H +1.200+1.60L+O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.S0S+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+ 1.60L +O.SOS+ 1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H + 1.200+ 1.60L +O .50 S+ 1.60H +1.200+ 1.60L +O.SOS+ 1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +0.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +0.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.S0S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H + 1.200+ 1. 60L +O.SOS+ 1.60H +1.200+1.60L +O.SOS+1.60H +1.200+1.60L +O.SOS+1.60H Distance 'd' (ft) (in) 4.37 14.00 4.39 14.00 4.41 14.00 4.43 14.00 4.44 14.00 4.46 14.00 4.48 14.00 4.50 14.00 4.52 14.00 4.53 14.00 4.55 14.00 4.57 14.00 4.59 14.00 4.60 14.00 4.62 14.00 4.64 14.00 4.66 14.00 4.68 14.00 4.69 14.00 4.71 14.00 4.73 14.00 4.75 14.00 4.76 14.00 4.78 14.00 4.80 14.00 4.82 14.00 4.84 14.00 4.85 14.00 4.87 4.89 4.91 4.92 4.94 4.96 4.98 5.00 5.01 5.03 5.05 5.07 5.08 5.10 5.12 5.14 5.16 5.17 5.19 5.21 5.23 5.24 5.26 5.28 5.30 5.32 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Vu (k) Actual Design -0.72 0.72 -0.75 0.75 -0.79 0.79 -0.82 0.82 -0.86 0.86 -0.89 0.89 -0.92 0.92 -0.96 0.96 -0.99 0.99 -1.03 1.03 -1.06 1.06 -1.09 1.09 -1.13 1.13 -1.16 1.16 -1.20 1.20 -1.23 1.23 -1.27 1.27 -1.30 1.30 -1.33 1.33 -1.37 1.37 -1.40 1.40 -1.44 1.44 -1.47 1.47 -1.50 1.50 -1.54 1.54 -1.57 1.57 -1.61 1.61 -1.64 1.64 -1.68 -1.71 -1.74 -1.78 -1.81 -1.85 -1.88 -1.92 -1.95 -1.98 -2.02 -2.05 -2.09 -2.12 -2.15 -2.19 -2.22 -2.26 -2.29 -2.33 -2.36 -2.39 -2.43 -2.46 -2.50 -2.53 1.68 1.71 1.74 1.78 1.81 1.85 1.88 1.92 1.95 1.98 2.02 2.05 2.09 2.12 2.15 2.19 2.22 2.26 2.29 2.33 2.36 2.39 2.43 2.46 2.50 2.53 Mu d'Vu/Mu (k-ft) 15.26 0.05 15.24 0.06 15.23 0.06 15.22 0.06 15.20 0.07 15.19 O.D7 15.17 0.07 15.15 0.07 15.14 0.08 15.12 0.08 15.10 0.08 15.08 0.08 15.06 0.09 15.04 0.09 15.02 0.09 15.00 0.10 14.98 0.10 14.95 0.10 14.93 0.10 14.91 0.11 14.88 0.11 14.86 0.11 14.83 0.12 14.80 0.12 14.78 0.12 14.75 0.12 14.72 0.13 14.69 0.13 14.66 14.63 14.60 14.57 14.54 14.51 14.47 14.44 14.40 14.37 14.33 14.30 14.26 14.22 14.19 14.15 14.11 14.07 14.03 13.99 13.94 13.90 13.86 13.82 13.77 13.73 0.13 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.16 0.16 0.16 0.17 0.17 0.17 0.18 0.18 0.18 0.19 0.19 0.19 0.20 0.20 0.20 0.21 0.21 0.22 Phi'Vc (k) 6.59 6.59 6.59 6.59 6.59 6.60 6.60 6.60 6.60 6.60 6.60 6.61 6.61 6.61 6.61 6.61 6.61 6.62 6.62 6.62 6.62 6.62 6.62 6.63 6.63 6.63 6.63 6.63 6.63 6.64 6.64 6.64 6.64 6.64 6.64 6.65 6.65 6.65 6.65 6.65 6.66 6.66 6.66 6.66 6.66 6.67 6.67 6.67 6.67 6.67 6.68 6.68 6.68 6.68 Comment Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu <PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest --- -------------- 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 6.6 0.0 66 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 6.7 0.0 Not Reqd 6.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 6.7 0.0 Not Reqq, 6.7 0.0 Not Reqdage 5Hf 15%.o - -- - • • • • • • • .. I " l· .. ---• • ,. • ,. """ - - - Title Block Line 1 You can change this area using the "Settings' menu item and then using the 'Printing & Title Block" selection. Project Title: Engineer: Project ID: Project Descr: Title Block line 6 Printed 3 DEC 2013, 1015PM [ Concrete Beam .. . -. .---------·-·· -. -·-·-... fUe.=.C:11.Jsetsldefult\Oropbox\13HOP..:11cACL\JL..:11models\EnercalciHUTTOl'clo"'1.ECf . 11.!l~ll.l~~~lmlllllllllllllllllllllllllllllllllllllllllllll!:tm'l:i!'!:tlC!!~ENE:IIRCiAL~C,~~~c~.lE983.illIDe1~3 ·1°ulkle'~~~: 1~i,a~!tll'~w·~~~~·13~~~.IDi.i;t Description : L 1 (LINTEL) WORST CASE Detailed Shear Information Load Combination +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60l-+-0.50S+1.60H +1.20D+1.60l-+-0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60l-+-0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60l+0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.20D+ 1. 60l +0. SOS+ 1.60H + 1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60l +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.20D+1.60l +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +Q.50S+1.60H + 1.20D+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H +1.20D+1.60l+0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.20D+1.60l +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1 .20D+ 1. 60L +O .50S+ 1 .60H + 1.20D+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.20D+ 1.60l +Q .SOS+ 1.60H + 1.20D+1.60l-+-0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60l-+-0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.200+1.60l +0.50S+1.60H + 1.20D+1.60l +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+1.60L-+-0.50S+1.60H +1.200+1.60l-+-0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60l-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H + 1.20D+1.60l +0.50S+1.60H +1.200+1.60l-+-0.50S+1.60H +1.20D+1.60L-+-0.50S+1.60H Span Number Distance 'd' (ft) (in) 5.33 14.00 5.35 14.00 5.37 14.00 5.39 14.00 5.40 14.00 5.42 14.00 5.44 14.00 5.46 14.00 5.48 14.00 5.49 14.00 5.51 14.00 5.53 14.00 5.55 14.00 5.56 14.00 5.58 14.00 5.60 14.00 5.62 14.00 5.64 14.00 5.65 14.00 5.67 14.00 5.69 14.00 5.71 14.00 5.72 14.00 5.74 14.00 5.76 14.00 5.78 14.00 5.80 14.00 5.81 14.00 5.83 14.00 5.85 14.00 5.87 14.00 5.88 14.00 5.90 14.00 5.92 14.00 5.94 14.00 5.96 14.00 5.97 14.00 5.99 14.00 6.01 14.00 6.03 14.00 6.04 14.00 6.06 14.00 6.08 14.00 6.10 14.00 6.12 14.00 6.13 14.00 6.15 14.00 6.17 14.00 6.19 14.00 6.20 14.00 6.22 14.00 6.24 14.00 6.26 14.00 6.28 14.00 Vu (k) Actual Design -2.57 2.57 -2.60 2.60 -2.63 2.63 -2.67 2.67 -2.70 2.70 -2.74 2.74 -2.77 2.77 -2.80 2.80 -2.84 2.84 -2.87 2.87 -2.91 2.91 -2.94 2.94 -2.98 2.98 -3.01 3.01 -3.04 3.04 -3.08 3.08 -3.11 3.11 -3.15 3.15 -3.18 3.18 -3.22 -3.25 -3.28 -3.32 -3.35 -3.39 -3.42 -3.45 -3.49 -3.52 -3.56 -3.59 -3.63 -3.66 -3.69 -3.73 -3.76 -3.80 -3.83 -3.87 -3.90 -3.93 -3.97 -4.00 -4.04 -4.07 -4.10 -4.14 -4.17 -4.21 -4.24 -4.28 -4.31 -4.34 -4.38 3.22 3.25 3.28 3.32 3.35 3.39 3.42 3.45 3.49 3.52 3.56 3.59 3.63 3.66 3.69 3.73 3.76 3.80 3.83 3.87 3.90 3.93 3.97 4.00 4.04 4.07 4.10 4.14 4.17 4.21 4.24 4.28 4.31 4.34 4.38 Mu d'Vu/Mu (k-ft) 13.68 0.22 13.64 0.22 13.59 0.23 13.54 0.23 13.49 0.23 13.45 0.24 13.40 0.24 13.35 0.25 13.30 0.25 13.25 0.25 13.20 0.26 13.14 0.26 1309 0.27 13.04 0.27 12.98 0.27 12.93 0.28 12.87 0.28 12.82 0.29 12.76 0.29 12.71 12.65 12.59 12.53 12.47 12.41 12.35 12.29 12.23 12.17 12.10 12.04 11.98 11.91 11.85 11.78 11.71 11.65 11.58 11.51 11.44 11.37 11.30 11.23 11.16 11.09 1101 10.94 10.87 10.79 10.72 10.64 10.57 10.49 10.41 0.30 0.30 0.30 0.31 0.31 0.32 0.32 0.33 0.33 0.34 0.34 0.35 0.35 0.36 0.36 0.37 0.37 0.38 0.39 0.39 0.40 0.40 0.41 0.42 0.42 0.43 0.43 0.44 0.45 0.45 0.46 0.47 0.48 0.48 0.49 Phi'Vc (k) 6.68 6.69 6.69 6.69 6.69 6.69 6.70 6.70 6.70 6.70 6.71 6.71 6.71 6.71 6.72 6.72 6.72 6.72 6.73 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 6.73 Vu< PhiVc/2 6.73 Vu< PhiVc/2 6.73 Vu < PhiVc/2 6.74 Vu< PhiVc/2 6.74 Vu< PhNc/2 6.74 PhiVc/2 <Vu<= 6.74 PhiVc/2 <Vu<= 6.75 PhiVc/2 < Vu <= 6.75 PhiVc/2 < Vu <= 6.75 PhiVc/2 <Vu<= 6.76 PhiVc/2 < Vu <= 6.76 PhiVc/2 <Vu<= 6.76 PhiVc/2 < Vu <= 6.76 PhiVc/2 <Vu<= 6.77 PhiVc/2 <Vu<= 6.77 PhiVc/2 < Vu <= 6.77 PhiVc/2 < Vu<= 6. 78 PhiVc/2 < Vu <= 6.78 PhiVc/2 <Vu<= 6.78 PhiVc/2 <Vu<= 6.79 PhiVc/2 < Vu <= 6.79 PhiVc/2 <Vu<= 6.79 PhiVc/2 <Vu<= 6.80 PhiVc/2 < Vu <= 6.80 PhNc/2 <Vu<= 6.81 PhiVc/2 < Vu <= 6.81 PhiVc/2 <Vu<= 6.81 6.82 6.82 6.82 6.83 6.83 6.84 6.84 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs (k) NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 00 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 6.7 0.0 0.0 19.9 7.0 7.0 19.9 7.0 7.0 19.9 7.0 7.0 19.9 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 7.0 7.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.0 7.0 Min 11.4.5 20.0 7.0 Min 11.4.5 20.0 7.0 Min 11.4.5 20.0 7.0 Min 11.4.5 J.Q.O 7.0 Min 11.4 Sage '2'il&f 159, 0 Title Block line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block line 6 Project Title: Engineer: Project Descr: r qi,ricrete·seam· ;;\·;:·L;:~·;i,,~::~v~~':; .(:}';:_;;··,:"":::;;:( >··-· " ..• Description: L 1 (LINTEL) WORST CASE Detailed Shear Information Span Load Combination Number + f20D+ 1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.2DD+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +a.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +O.SOS+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+1.60L +0.50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H Distance 'd' (ft) (in) - 6.29 14.00 6.31 14.00 6.33 14.00 6.35 14.00 6.36 14.00 6.38 14.00 6.40 14.00 6.42 14.00 6.44 14.00 6.45 14.00 6.47 6.49 6.51 6.52 6.54 6.56 6.58 6.60 6.61 6.63 6.65 6.67 6.68 6.70 6.72 6.74 6.76 6.77 6.79 6.81 6.83 6.84 6.86 6.88 6.90 6.92 6.93 6.95 6.97 6.99 7.00 7.02 7.04 7.06 7.08 7.09 7.11 7.13 7.15 7.16 7.18 7.20 7.22 7.24 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 Vu (k) Actual Design -4.41 4.41 -4.45 4.45 -4.48 4.48 -4.51 4.51 -4.55 4.55 -4.58 4.58 -4.62 4.62 -4.65 4.65 -4.69 4.69 -4.72 4.72 -4.75 -4.79 -4.82 -4.86 -4.89 -4.93 -4.96 -4.99 -5.03 -5.06 -5.10 -5.13 -5.16 -5.20 -5.23 -5.27 -5.30 -5.34 -5.37 -5.40 -5.44 -5.47 -5.51 -5.54 -5.58 -5.61 -5.64 -5.68 -5.71 -5.75 -5.78 -5.81 -5.85 -5.88 -5.92 -5.95 -5.99 -6.02 -6.05 -6.09 -6.12 -6.16 -6.19 -6.23 4.75 4.79 4.82 4.86 4.89 4.93 4.96 4.99 5.03 5.06 5.10 5.13 5.16 5.20 5.23 5.27 5.30 5.34 5.37 5.40 5.44 5.47 5.51 5.54 5.58 5.61 5.64 5.68 5.71 5.75 5.78 5.81 5.85 5.88 5.92 5.95 5.99 6.02 6.05 6.09 6.12 6.16 6.19 6.23 Mu d*Vu/MJ (k-11) - - - 10.33 0.50 10.25 0.51 10.17 0.51 10.09 0.52 10.01 0.53 9.93 0.54 9.85 0.55 9.77 0.56 9.69 0.56 9.60 0.57 9.52 9.43 9.35 9.26 9.17 9.09 9.00 8.91 8.82 8.73 8.64 8.55 8.46 8.37 8.27 8.18 8.09 7.99 7.90 7.80 7.71 7.61 7.51 7.41 7.31 7.21 7.11 7.01 6.91 6.81 6.71 6.61 6.50 6.40 6.29 6.19 6.08 5.97 5.87 5.76 5.65 5.54 5.43 5.32 0.58 0.59 0.60 0.61 0.62 0.63 0.64 0.65 0.66 0.68 0.69 0.70 0.71 0.72 0.74 0.75 0.76 0.78 0.79 0.81 0.82 0.84 0.86 0.87 0.89 0.91 0.93 0.94 0.96 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi*Vc (k} 6.85 6.85 6.85 6.86 6.86 6.87 6.87 688 6.88 6.89 6.89 6.90 6.91 6.91 6.92 6.92 6.93 6.94 6.94 6.95 6.96 6.96 6.97 6.98 6.99 6.99 7.00 7.01 7.02 7.03 7.03 7.04 7.05 7.06 7.07 7.08 7.09 7.11 7.12 7.13 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Project ID: Phi*Vn Spacing (in) (k) Req'd Suggest 20.0 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.1 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.2 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 20.3 7.0 Min 11.4.5 20.3 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Min 11.4.5 20.3 7.0 Min 11.4.~ JQ.3 7.0 Min 11.4.Sage ~U.~f 159,.o Iii .. .. • I • .. .. - 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'""' - - -- - ..... - - - - ---- Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block' selection . . Title Block Line 6 ___ _ I Concrete Beam Description : L 1 (LINTEL) WORST CASE Detailed Shear Information Load Combination +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1. 60L +O .50S+ 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1. 20D+ 1. 60L +0.50S+ 1.60H Span Number Distance 'd' (ft) (in) 7.25 14.00 7.27 14.00 7.29 14.00 7.31 14.00 7.32 14.00 7.34 14.00 7.36 14.00 7.38 14.00 7.40 14.00 7.41 14.00 7.43 14.00 7.45 14.00 7.47 14.00 7.48 14.00 7.50 14.00 7.52 14.00 7.54 14.00 7.56 14.00 7.57 14.00 7.59 14.00 7.61 14.00 7.63 14.00 7.64 14.00 7.66 14.00 7.68 14.00 770 14.00 7.72 14.00 7.73 14.00 7.75 14.00 7.77 14.00 7.79 14.00 7.80 14.00 7.82 14.00 7.84 14.00 7.86 14.00 7.88 14.00 7.89 14.00 7.91 14.00 7.93 14.00 7.95 14.00 7.96 14.00 7.98 14.00 8.00 14.00 Vu (k) Actual Design ·6.26 6.26 ·6.29 6.29 -6.33 6.33 -6.36 -6.40 -6.43 -6.46 -6.50 -6.53 -6.57 -6.60 -6.64 -6.67 -6.70 -6.74 -6.77 -6.81 -6.84 -6.88 -6.91 -6.94 -6.98 -7.01 -7.05 -7 08 -7.11 -7.15 -7.18 -7.22 -7.25 -7.29 -7.32 -7.35 -7.39 -7.42 -7.46 -7.49 -7.52 -7.56 -7.59 -7.63 -7.66 -7.70 6.36 6.40 6.43 6.46 6.50 6.53 6.57 6.60 6.64 6.67 6.70 6.74 6.77 6.81 6.84 6.88 6.91 6.94 6.98 7.01 7.05 708 7.11 7.15 7.18 7.22 7.25 7.29 7.32 7.35 7.39 7.42 7.46 7.49 7.52 7.56 7.59 7.63 7.66 7.70 Mu (k-ft) 5.21 5.10 4.99 4.87 4.76 4.65 4.53 4.42 4.30 4.18 4.07 3.95 3.83 3.71 3.59 3.47 3.35 3.23 3.11 2.99 2.86 2.74 2.61 2.49 2.36 2.24 2.11 1.98 1.86 1.73 1.60 1.47 1.34 1.21 1.08 0.94 0.81 0.68 0.54 0.41 0.27 0.14 0.00 Project Tille: Engineer: Project Descr: d*Vu/Mu Phi*Vc Comment (k) 100 7.14 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= 1.00 7.14 1.00 7.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhNc/2<Vu<= 7.14 PhNc/2<Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhNc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 < Vu <= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 < Vu <= 7.14 PhiVc/2 <Vu<= 7 .14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhNc/2<Vu<= 7.14 PhNc/2 <Vu<= 7.14 PhiVc<Vu 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 7.14 PhiVc < Vu PhiVc < Vu PhiVc < Vu PhNc<Vu PhNc <Vu PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc<Vu PhiVc <Vu PhiVc < Vu PhiVc<Vu PhNc<Vu PhNc<Vu PhiVc < Vu PhiVc < Vu Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 0.01124 0.04544 0.07965 0.1139 0.1481 0.1823 0.2165 0.2507 0.2849 0.3191 0.3533 0.3875 0.4217 0.4559 0.4901 0.5243 0.5585 Project ID: Phi*Vn Spacing (in) (k) Req'd Suggest 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 20.3 7.0 7.0 Page 60 of 159 Description : COOE.ReFERENCES · ... Calculations per ACI 318-08, IBC 2009, ASCE 7-10 load Combination Set: IBC 2009 ' Material prof,erties fc = 3.0 ksi <I> Phi Values fr= fc 112 • 7.50 410.792 psi 'l' Density 145.0 pcf ~1 A LtWt Factor 1.0 Elastic Modulus 3,122.0 ksi Fy-Stirrups Flexure: 0.90 Shear: 0.750 0.850 40.0ksi fy -Main Rebar 60.0 ksi E-Stirrups 29,000.0 ksi E -Main Rebar 29,000.0 ksi Stirrup Bar Size # = # 3 Number of Resisting Legs Per Stirrup = 1.0 Load Combination !BC 2009 C 0 t y D~~Ow~ Lr(004) .. ~~ Cross.:$~n·§i Reinforcing· Details 6" W X 10" h Span=18.750 ft Tee Section, Stem Width= 6.0 in, Total Height= 10.0 in, Top Flange Width= 24.0 in, Flange Thickness= 2.0 in Span #1 Reinforcing .... 6 in 24 in 1-#5 at 1.50 in from Top, from 0.0 to 18.750 ft in this span 1-#5 at 1.50 in from Bottom, from 0.0 to 18.750 ft in this span Ap nect-Loacts p ·• .. Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.0260, Lr= 0.040 k/ft, Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu :Applied Mn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.561: 1 Typical Section -6.188 k-fl 11.020 k-fl + 1.20D+ 1.60Lr+0.50L 0.000ft Span# 1 VerticalR-ions • Unfactored _________________ _ Load Combination Overaff MAXimum OOnly Lr Only O+Lr Shear Stirtup·Requirements Support 1 -1.525 - 1.150 0.375 1.525 Support 2 1.525 1.150 0.375 1.525 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Entire Beam Span Length: Vu< PhiVc/2, Req'd Vs= Not Reqd, use stirrups spaced· ai 0.000 in Maximum Forces & Stresses for Load Combinatio~s ----~--· .~ Load Combination Segment Length Span # MAXiinum BENDING Envelope Span# 1 +1.400 Span# 1 Location (ft) in Span 18.750 18.750 Bending Stress Resutts ( k-11 ) . . Mu :Max Phi*Mnx Stress Ratio -6.19 11.02 0.56 -5.03 11.02 0.46 Desi nOK 0.008 in Ratio= 0.000 in Ratio= 0.033 in Ratio= 0.000 in Ratio= 27577 0<360 6781 999 <180 Page 61 of 159 .. • .. .. • .. I • • JI .. • .. -• • - Flie ; c:1useis1Kurt\Ofopboxl1$140P~1,c11ci..1.JL~1\models1Emirca1cittffri6N~4.E® . ENERCAL:C,, INC. 1983,-2013, Buikl:l.:13,8.31, Ver.6.13,8.31 "" . Description : CD-1 Joist Load Combination Location (ft) Bending Stress Results ( k-ft ) 11!iii'f -- --- ------ ------Segment Length Span# in Span Mu: Max Phi*Mnx Stress Ratio +1.20D~.50Lr+ 1.60L +1.60H ., ... Span# 1 18.750 -4.90 11.02 0.44 +1.20D+1.60L +0.50S+1.60H ,. Span# 1 18.750 -4.31 11.02 0.39 +1.20D+1.60Lr+0.50L Span# 1 18.750 -6.19 11.02 0.56 ,,_ + 1.200+ 1.60Lr+O .SOW Span# 1 18.750 -6.19 11.02 0.56 -+1.20D+0.50L +1.60S Span# 1 18.750 -4.31 11.02 0.39 -+1.20D+1.60S+0.80W Span# 1 18.750 -4.31 11.02 0.39 -+1.20D+0.50Lr+0.50L+1.60W Span# 1 18.750 -4.90 11.02 0.44 +1.20D+0.50L +0.50S+1.60W ·-Span# 1 18.750 -4.31 11.02 0.39 +1.20D+0.50L +0.20S+E -Span# 1 18.750 -4.31 11.02 0.39 +0.90D+1.60W+ 1.60H Span# 1 18.750 -3.23 11.02 0.29 -+0.90D+E+1.60H Span# 1 1 18.750 -3.23 11.02 0.29 -Overall Maximum Deffections_• U11ft1~0~ ~o_a~!cc. Load Combination Span Max.'-' Dell Location in Span Load Combination Max."+" Dell Location in Span ..... D+Lr 0.033f -9.563 0.0000 0.000 -Detailed Shear Information ·--···-···-·· ·-··----·------ Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) -Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest +1.20D+1.60Lr+0.80W 0.00 8.50 ---- 1.98 1.98 6.19 0.23 4.11 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 ~ + 1.200+ 1.60Lr+0.80W 0.04 8.50 1.97 1.97 6.11 0.23 4.11 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.08 8.50 1.96 1.96 6.02 0.23 4.11 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+ 1. 200+ 1. 60Lr +O .SOW 0.13 8.50 1.95 1.95 5.94 0.23 4.12 Vu< PhNc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.17 8.50 1.94 1.94 5.86 0.24 4.12 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 .. + 1.200+ 1.60Lr+0.80W 0.21 8.50 1.94 1.94 5.78 0.24 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.25 8.50 1.93 1.93 5.70 0.24 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.200+ 1.60Lr+0.80W 0.29 8.50 1.92 1.92 5.62 0.24 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.33 8.50 1.91 1.91 5.54 0.24 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W 0.38 8.50 1.90 1.90 5.46 0.25 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.42 8.50 1.89 1.89 5.38 0.25 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W 0.46 8.50 1.88 1.88 5.30 0.25 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.50 8.50 1.87 1.87 5.22 0.25 4.13 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 0.54 8.50 1.87 1.87 5.15 0.26 4.13 +1.20D+1.60Lr+0.80W 0.58 8.50 1.86 1.86 5.07 0.26 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 + 1.200+ 1.60Lr+0.80W 0.63 8.50 1.85 1.85 4.99 0.26 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W 0.67 8.50 1.84 1.84 4.91 0.27 4.13 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.71 8.50 1.83 1.83 4.84 0.27 4.14 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.75 8.50 1.82 1.82 4.76 0.27 4.14 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.79 8.50 1.81 1.81 4.69 0.27 4.14 Vu< PhNc/2 Not Reqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W 0.83 8.50 1.80 1.80 4.61 0.28 4.14 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 0.88 8.50 1.80 1.80 4.54 0.28 4.14 Vu< PhNc/2 Not Reqd 4.1 0.0 0.0 -+1.200+ 1.60Lr+0.80W 0.92 8.50 1.79 1.79 4.46 0.28 4.15 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.200+ 1.60Lr+0.80W 0.96 8.50 1.78 1.78 4.39 0.29 4.15 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 ... + 1.200+ 1.60Lr+0.80W 1.00 8.50 1.77 1.77 4.31 0.29 4.15 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 1.04 8.50 1.76 1.76 4.24 0.29 4.15 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 -+ 1.200+ 1.60Lr+0.80W 1.08 8.50 1.75 1.75 4.17 0.30 4.15 Vu< PhNc/2 Not Reqd 4.2 0.0 0.0 + 1.200+ 1.60Lr+0.80W 1.13 8.50 1.74 1.74 4.09 0.30 4.16 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 -+1.20D+1.60Lr+0.80W 1.17 8.50 1.73 1.73 4.02 0.31 4.16 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.20D+1.60Lr+0.80W 1.21 8.50 1.72 1.72 3.95 0.31 4.16 Vu< PhiVc/2 Not Req<f'age 6:U,f 15m.o 0.0 +1.20D+1.60Lr+0.80W 1.25 8.50 1.72 1.72 3.88 0.31 4.16 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 Description : CD-1 Joist Detailed Shear Information Load Combination + 120D+f60Lr+0.8ClW +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+O .BOW +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+O .BOW + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W Span Distance 'd' Number (ft) (in) ------------ 1.29 8.50 1.33 8.50 1.38 8.50 1.42 1.46 1.50 1.54 1.58 1.63 1.67 1.71 1.75 1.79 1.83 1.88 1.92 1.96 2.00 2.04 2.08 2.13 2.17 2.21 2.25 2.29 2.33 2.38 2.42 2.46 2.50 2.54 2.58 2.63 2.67 2.71 2.75 2.79 2.83 2.88 2.92 2.96 3.00 3.04 3.08 3.13 3.17 3.21 3.25 3.29 3.33 3.38 3.42 3.46 3.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 Vu (k) Actual Design 1.71 1.71 1.70 1.70 1.69 1.69 1.68 1.68 1.67 1.67 1.66 1.66 1.65 1.65 1.65 1.65 1.64 1.64 1.63 1.63 1.62 1.62 1.61 1.61 1.60 1.60 1.59 1.59 1.58 1.58 1.57 1.56 1.55 1.54 1.53 1.52 1.51 1.50 1.50 1.49 1.48 1.47 1.46 1.45 1.44 1.43 1.43 1.42 1.41 1.40 1.39 1.38 1.37 1.36 1.36 1.35 1.34 1.33 1.32 1.31 1.30 1.29 1.28 1.28 1.27 1.26 1.25 1.24 1.58 1.58 1.57 1.56 1.55 1.54 1.53 1.52 1.51 1.50 1.50 1.49 1.48 1.47 1.46 1.45 1.44 1.43 1.43 1.42 1.41 1.40 1.39 1.38 1.37 1.36 1.36 1.35 1.34 1.33 1.32 1.31 1.30 1.29 1.28 1.28 1.27 1.26 1.25 1.24 .. ···-· ~ ~':;fll~U!t\Of PJ!l)oX\13140P~1\CACLUl-1\models\Enercalc\HUTION.:4,tcs - . }0fJ·m;it,s\,,;> ;C . i;NERCALC, INC.1983-2013,.Build:6.13.ll,31,Ver:MS.8.31 Mu (k-ft) 3.81 3.74 3.66 3.59 3.52 3.46 3.39 3.32 3.25 3.18 3.11 3.05 2.98 2.91 2.85 2.78 2.71 2.65 2.59 2.52 2.46 2.39 2.33 2.27 2.20 2.14 2.08 2.02 1.96 1.90 1.84 1.78 1.72 1.66 1.60 1.54 1.48 1.43 1.37 1.31 1.25 1.20 1.14 1.09 1.03 0.98 0.92 0.87 0.81 0.76 0.71 0.66 0.60 0.55 - d'Vu/Mu Phi'Vc (k) 0.32 4.17 0.32 4.17 0.33 4.17 0.33 4.17 0.34 4.18 0.34 4.18 0.35 4.18 0.35 4.18 0.36 4.19 0.36 4.19 0.37 4.19 0.37 4.20 0.38 4.20 0.39 4.21 0.39 4.21 0.40 4.21 0.41 4.22 0.42 4.22 0.42 4.23 0.43 4.23 0.44 4.24 0.45 4.24 0.46 4.25 0.47 4.25 0.48 4.26 0.49 4.27 0.50 4.27 0.52 4.28 0.53 4.29 0.54 4.30 0.56 4.30 0.57 4.31 0.59 4.32 0.61 4.33 0.62 4.34 0.64 4.35 0.66 4.37 0.69 4.38 0.71 0.74 0.77 0.80 0.83 0.87 0.91 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.39 4.41 4.43 4.44 4.46 4.48 4.51 4.53 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 Comment Vu< PhiVcl2 Vu< PhiVcl2 Vu< PhiVcl2 Vu< PhiVcl2 Vu< PhiVcl2 Vu< PhiVcl2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVcl2 Vu< PhiVc/2 Vu< PhiVcl2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVcl2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVcl2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.5 0.0 4.5 0.0 4.5 0.0 4.5 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 Not Reqd 4.6 0.0 Not Reqcpage 6~-~f 15g).O Not Reqd 4.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - - Nl - --- -- • .. • .. I .. • .. ... •.. ...... : Concrete Beam Description : Detailed Shear Information Load Combination +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1. 60Lr-+-0 .80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1. 60Lr-+-O .BOW +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 3.54 8.50 3.58 8.50 3.63 8.50 3.67 8.50 3.71 8.50 3.75 8.50 3.79 8.50 3.83 8.50 3.88 8.50 3.92 8.50 3.96 8.50 4.00 8.50 4.04 8.50 4.08 8.50 4.13 8.50 4.17 8.50 4.21 8.50 4.25 8.50 4.29 8.50 4.33 4.38 4.42 4.46 4.50 4.54 4.58 4.63 4.67 4.71 4.75 4.79 4.83 4.88 4.92 4.96 5.00 5.04 5.08 5.13 5.17 5.21 5.25 5.29 5.33 5.38 5.42 5.46 5.50 5.54 5.58 5.63 5.67 5.71 5.75 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 Vu (k) Actual Design 1.23 1.23 1.22 1.22 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.18 1.18 1.17 1.17 1.16 1.16 1.15 1.15 1.14 1.14 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.10 1.10 1.09 1.09 1.08 1.08 1.07 1.07 1.06 1.06 1.05 1.04 1.03 1.02 1.01 1.00 0.99 0.99 0.98 0.97 0.96 0.95 0.94 0.93 0.92 0.92 0.91 0.90 0.89 0.88 0.87 0.86 0.85 0.84 0.84 0.83 0.82 0.81 0.80 0.79 0.78 0.77 0.77 1.06 1.06 1.05 1.04 1.03 1.02 1.01 1.00 0.99 0.99 0.98 0.97 0.96 0.95 0.94 0.93 0.92 0.92 0.91 0.90 0.89 0.88 0.87 0.86 0.85 0.84 0.84 0.83 0.82 0.81 0.80 0.79 0.78 0.77 0.77 Mu (k-ft) 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 0.04 0.09 0.14 0.18 0.23 0.27 0.32 0.37 0.41 0.45 0.50 0.54 0.58 0.63 0.67 0.71 0.75 0.79 0.83 0.88 0.92 0.96 0.99 1.03 1.07 1.11 1.15 1.19 1.22 1.26 1.30 1.33 1.37 1.40 1.44 1.47 1.51 1.54 1.58 1.61 1.64 1.67 1.71 · .. ; • •-~ m ~;~\KU!fl'OropbQxl13140?;;1\CAci.VL~1~\Erieii;~tON..:4.EC6 ; , iy" i.if;;"';;, 1o ., , • EN!:15 201UJJild:6J3:8.31, Ver.6.13.ll.31. d*Vu/Mu Phi*Vc (k} 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 4.56 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.88 0.83 0.78 0.74 0.70 0.67 0.64 0.61 0.58 0.56 0.54 0.51 0.49 0.48 0.46 0.44 0.43 0.41 0.40 0.38 0.37 0.36 0.35 0.34 0.33 0.32 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.52 4.49 4.46 4.44 4.41 4.39 4.37 4.35 4.34 4.32 4.31 4.29 4.28 4.27 4.26 4.25 4.24 4.23 4.22 4.21 4.20 4.20 4.19 4.18 4.18 4.17 4.17 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.5 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 4.2 4.2 4.2 4.2 4.2 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 4.2 0.0 Not Reqcpage 6'·6f 15g).O Not Reqd 4.2 0.0 ·•;File ... ~\U~\Kurt\Oropbo~~14lle;.1\Gf1Cl,VL~1\llla~nettalclH\lfroN:.~.EC6 miiza:jm1mmi111111111111111111111111111111111111••••••·111amm"mm~EijNERti]. · ™9· $1, Ver.S. 1s.s.31 Description : CD-1 Joist Detailed Shear Information Load Combination +1.20D+1.60lr.+-O.MW + 1.200+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+O.BOW +1.20D+1.60Lr+0.S0W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.S0W + 1.20D+ 1.60Lr+0.S0W + 1.20D+ 1.60Lr +O .SOW +1.20D+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.S0W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.S0W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW + 1.20D+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.200+1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW + 1.200+ 1.60Lr +O .SOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 5.79 8.50 5.83 8.50 5.88 8.50 5.92 8.50 5.96 8.50 6.00 8.50 6.04 8.50 6.08 8.50 6.13 8.50 6.17 8.50 6.21 8.50 6.25 8.50 6.29 8.50 6.33 8.50 6.38 8.50 6.42 8.50 6.46 8.50 6.50 8.50 6.54 8.50 6.58 8.50 6.63 8.50 6.67 8.50 6.71 8.50 6.75 8.50 6.79 8.50 6.83 8.50 6.88 8.50 6.92 8.50 6.96 8.50 7.00 8.50 7.04 8.50 7.08 8.50 7.13 8.50 7.17 8.50 7.21 8.50 7.25 8.50 7.29 8.50 7.33 8.50 7.38 8.50 7.42 8.50 7.46 8.50 7.50 8.50 7.54 8.50 7.58 8.50 7.63 8.50 7.67 8.50 7.71 8.50 7.75 8.50 7.79 8.50 7.83 8.50 7.88 8.50 7.92 8.50 7.96 8.50 8.00 8.50 Vu (k) Actual Design 0.76 0.76 0.75 0.75 0.74 0.74 0.73 0.73 0.72 0.72 0.71 0.71 0.70 0.70 0.70 0.70 0.69 0.69 0.68 0.68 0.67 0.67 0.66 0.66 0.65 0.65 0.64 0.64 0.63 0.63 0.62 0.62 0.62 0.62 0.61 0.61 0.60 0.60 0.59 0.59 0.58 0.58 0.57 0.57 0.56 0.56 0.55 0.55 0.55 0.55 0.54 0.54 0.53 0.53 0.52 0.52 0.51 0.51 0.50 0.50 0.49 0.49 0.48 0.48 0.48 0.48 0.47 0.47 0.46 0.46 0.45 0.45 0.44 0.44 0.43 0.43 0.42 0.42 0.41 0.41 0.40 0.40 0.40 0.40 0.39 0.39 0.38 0.38 0.37 0.37 0.36 0.36 0.35 0.35 0.34 0.34 0.33 0.33 0.33 0.33 0.32 0.32 0.31 0.31 0.30 0.30 0.29 0.29 Mu d*Vu/Mu Phi*Vc (k-ft) (kl 1.74 0.31 4.16 1.77 0.30 4.15 1.80 0.29 4.15 1.83 0.28 4.14 1.86 0.27 4.14 1.89 0.27 4.14 1.92 0.26 4.13 1.95 0.25 4.13 1.98 0.25 4.12 2.01 0.24 4.12 2.03 0.23 4.12 2.06 0.23 4.11 2.09 0.22 4.11 2.12 0.21 4.11 2.14 0.21 4.10 2.17 0.20 4.10 2.20 0.20 4.10 2.22 0.19 4.09 2.25 0.19 4.09 2.27 0.18 4.09 2.30 0.18 4.08 2.32 0.17 4.08 2.34 0.17 4.08 2.37 0.17 4.08 2.39 0.16 4.07 2.41 0.16 4.07 2.43 0.15 4.07 2.46 0.15 4.07 2.48 0.15 4.07 2.50 0.14 4.06 2.52 0.14 4.06 2.54 0.14 4.06 2.56 0.13 4.06 2.58 0.13 4.06 2.60 0.12 4.05 2.62 0.12 4.05 2.64 0.12 4.05 2.65 0.12 4.05 2.67 0.11 4.05 2.69 0.11 4.04 2.71 0.11 4.04 2.72 0.10 4.04 2.74 0.10 4.04 2.75 0.10 4.04 2.77 0.09 4.04 2.79 0.09 4.03 2.80 0.09 4.03 2.81 0.09 4.03 2.83 0.08 4.03 2.84 0.08 4.03 2.86 0.08 4.03 2.87 0.08 4.02 2.88 0.07 4.02 2.89 0.07 4.02 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs {k) NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 4.2 0.0 0.0 4.2 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.0 0.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 4.0 0.0 Not Reqd 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 4.0 0.0 Not Reqd 4.0 0.0 Not Reqd 4.0 0.0 Not Reqd 4.0 0.0 Not Reqd 4.0 0.0 Not Req<f:>age 61-{l,f 15!f O Not Reqd 4.0 0.0 ' .. .. Ill • .. I • • I I l•tlill, .... 1h, a .... -- - Description : CD-1 Joist Detailed. Shear Information Load Combination +1.200+ f60li4'~80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W + 1.20D+1.60Lr +D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+D.80W + 1.200+ 1.60lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60lr+D.80W +1.20D+1.60Lr+D.80W +1.20D+1.60lr+D.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+D.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1. 60lr +D .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60lr+D.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft} (in) 8.04 8.50 8.08 8.50 8.13 8.50 8.17 8.50 8.21 8.50 8.25 8.50 8.29 8.50 8.33 8.50 8.38 8.50 8.42 8.46 8.50 8.54 8.58 8.63 8.67 8.71 8.75 8.79 8.83 8.88 8.92 8.96 9.00 9.04 9.08 9.13 9.17 9.21 9.25 9.29 9.33 9.38 9.42 9.46 9.50 9.54 9.58 9.63 9.67 9.71 9.75 9.79 9.83 9.88 9.92 9.96 10.00 10.04 10.08 10.13 10.17 10.21 10.25 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 Vu (k) Actual Design 0.28 0.28 0.27 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.23 0.23 0.22 0.22 0.21 0.21 0.20 0.19 0.18 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.11 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.04 0.03 0.02 0.01 0.00 -0.01 -0.02 -0.03 -0.04 -0.04 -0.05 -0.06 -0.07 -0.08 -0.09 -0.10 -0.11 -0.11 -0.12 -0.13 -0.14 -0.15 -0.16 -0.17 -0.18 -0.18 0.20 0.19 0.18 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.11 0.10 0.09 0.08 0.o7 0.06 0.05 0.04 0.04 0.03 0.02 0.01 0.00 0.01 0.02 0.03 0.04 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0.11 0.11 0.12 0.13 0.14 0.15 0.16 0.17 0.18 0.18 Mu (k-ft) 2.91 2.92 2.93 2.94 2.95 2.96 2.97 2.98 2.99 3.00 3.01 3.01 3.02 3.03 3.03 3.04 3.05 3.05 3.06 3.06 3.07 3.07 3.08 3.08 3.08 3.08 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.09 3.08 3.08 3.08 3.08 3.07 3.07 3.06 3.06 3.05 3.05 3.04 3.03 3.03 3.02 3.01 d*Vu/Mu Phi*Vc (k) 0.07 4.02 0.07 4.02 0.06 4.02 0.06 4.02 0.06 4.01 0.06 4.01 0.05 4.01 0.05 4.01 0.05 4.01 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.D1 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.03 O.o3 0.03 0.03 0.03 0.04 0.04 0.04 0.04 4.01 4.01 4.01 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 3.99 3.99 3.99 3.99 3.99 3.99 3.99 3.99 3.99 3.98 3.98 3.98 3.98 3.98 3.98 3.98 3.99 3.99 3.99 3.99 3.99 3.99 3.99 3.99 3.99 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.01 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVcf2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Phi*Vn Spacing (in) (k} Req'd Suggest 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Not Reqd 4.0 o.o Not Req<t>age a~H;t 15g).O Not Reqd 4.0 0.0 0.0 0.0 0.0 0.0 .... Description : CD-1 Joist Detailed Shear Information Load Combination +1.20D+1.60Lr-+-0.801/{ - +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1. 60Lr+O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-,-0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+O .SOW +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr-,-0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr-,-0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW Span Number Distance (ft) 10.29 10.33 10.38 10.42 10.46 10.50 10.54 10.58 10.63 10.67 10.71 10.75 10.79 10.83 10.88 10.92 10.96 11.00 11.04 11.08 11.13 11.17 11.21 11.25 11.29 11.33 11.38 11.42 11.46 11.50 11.54 11.58 11.63 11.67 11.71 11.75 11.79 11.83 11.88 11.92 11.96 12.00 12.04 12.08 12.13 12.17 12.21 12.25 12.29 12.33 12.38 12.42 12.46 12.50 'd' (in) 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 Vu (k) Actual Design -0.19 0.19 -0.20 0.20 -0.21 0.21 -0.22 0.22 -0.23 0.23 -0.24 0.24 -0.25 0.25 -0.26 0.26 -0.26 0.26 -0.27 0.27 -0.28 0.28 -0.29 0.29 -0.30 0.30 -0.31 0.31 -0.32 0.32 -0.33 0.33 -0.33 0.33 -0.34 0.34 -0.35 0.35 -0.36 0.36 -0.37 0.37 -0.38 0.38 -0.39 0.39 -0.40 0.40 -0.40 0.40 -0.41 0.41 -0.42 0.42 -0.43 0.43 -0.44 0.44 -0.45 0.45 -0.46 0.46 -0.47 0.47 -0.48 0.48 -0.48 0.48 -0.49 0.49 -0.50 0.50 -0.51 0.51 -0.52 0.52 -0.53 0.53 -0.54 0.54 -0.55 0.55 -0.55 0.55 -0.56 0.56 -0.57 0.57 -0.58 0.58 -0.59 0.59 -0.60 0.60 -0.61 0.61 -0.62 0.62 -0.62 0.62 -0.63 0.63 -0.64 0.64 -0.65 0.65 -0.66 0.66 Mu d*Vu/Mu Phi"Vc (k-ft) (k) 3.01 0.05 4.01 3.00 0.05 4.01 2.99 0.05 4.01 2.98 0.05 4.01 2.97 0.05 4.01 2.96 0.06 4.01 2.95 0.06 4.01 2.94 0.06 4.02 2.93 0.06 4.02 2.92 0.07 4.02 2.91 0.07 4.02 2.89 0.07 4.02 2.88 O.Q7 4.02 2.87 0.08 4.02 2.86 0.08 4.03 2.84 0.08 4.03 2.83 0.08 4.03 2.81 0.09 4.03 2.80 0.09 4.03 2.79 0.09 4.03 2.77 0.09 4.04 2.75 0.10 4.04 2.74 0.10 4.04 2.72 0.10 4.04 2.71 0.11 4.04 2.69 0.11 4.04 2.67 0.11 4.05 2.65 0.12 4.05 2.64 0.12 4.05 2.62 0.12 4.05 2.60 0.12 4.05 2.58 0.13 4.06 2.56 0.13 4.06 2.54 0.14 4.06 2.52 0.14 4.06 2.50 0.14 4.06 2.48 0.15 4.07 2.46 0.15 4.07 2.43 0.15 4.07 2.41 0.16 4.07 2.39 0.16 4.07 2.37 0.17 4.08 2.34 0.17 4.08 2.32 0.17 4.08 2.30 0.18 4.08 2.27 0.18 4.09 2.25 0.19 4.09 2.22 0.19 4.09 2.20 0.20 4.10 2.17 0.20 4.10 2.14 0.21 4.10 2.12 0.21 4.11 2.09 0.22 4.11 2.06 0.23 4.11 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 --------- Phi"\/ s Phi"Vn Spacing (in) Req'd Suggest {k) (k) NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 NotReqd 4.1 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 4.1 0.0 Not Req<f>age 6'Ht 15g).O Not Reqd 4.1 0.0 • • II .. • I I .. .. • '$ • ,. • • ,,,,. -· ...... Description : CD-1 Joist Detailed $hear Information Load Combination ..:1.200+1. 60Lr->-0 .sow +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 12.54 8.50 12.58 8.50 12.63 8.50 12.67 8.50 12.71 12.75 12.79 12.83 12.88 12.92 12.96 13.00 13.04 13.08 13.13 13.17 13.21 13.25 13.29 13.33 13.38 13.42 13.46 13.50 13.54 13.58 13.63 13.67 13.71 13.75 13.79 13.83 13.88 13.92 13.96 14.00 14.04 14.08 14.13 14.17 14.21 14.25 14.29 14.33 14.38 14.42 14.46 14.50 14.54 14.58 14.63 14.67 14.71 14.75 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 Vu (k) Actual Design -0.67 0.67 -0.68 0.68 -0.69 0.69 -0.70 0.70 -0.70 -0.71 -0.72 -0.73 -0.74 -0.75 -0.76 -0.77 -0.77 -0.78 -0.79 -0.80 -0.81 -0.82 -0.83 -0.84 -0.84 -0.85 -0.86 -0.87 -0.88 -0.89 -0.90 -0.91 -0.92 -0.92 -0.93 -0.94 -0.95 -0.96 -0.97 -0.98 -0.99 -0.99 -1.00 -1.01 -1.02 -1.03 -1.04 -1.05 -1.06 -1.06 -1.07 -1.08 -1.09 -1.10 -1.11 -1.12 -1.13 -1.14 0.70 0.71 0.72 0.73 0.74 0.75 0.76 0.77 0.77 0.78 0.79 0.80 0.81 0.82 0.83 0.84 0.84 0.85 0.86 0.87 0.88 0.89 0.90 0.91 0.92 0.92 0.93 0.94 0.95 0.96 0.97 0.98 0.99 0.99 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.06 1.07 1.08 1.09 1.10 1.11 1.12 1.13 1.14 Mu d"Vu/Mu (k-ft) 2.03 0.23 2.01 0.24 1.98 0.25 1.95 0.25 1.92 1.89 1.86 1.83 1.80 1.77 1.74 1.71 1.67 1.64 1.61 1.58 1.54 1.51 1.47 1.44 1.40 1.37 1.33 1.30 1.26 1.22 1.19 1.15 1.11 1.07 1.03 0.99 0.96 0.92 0.88 0.83 0.79 0.75 0.71 0.67 0.63 0.58 0.54 0.50 0.45 0.41 0.37 0.32 0.27 0.23 0.18 0.14 0.09 0.04 0.26 0.27 0.27 0.28 0.29 0.30 0.31 0.32 0.33 0.34 0.35 0.36 0.37 0.38 0.40 0.41 0.43 0.44 0.46 0.48 0.49 0.51 0.54 0.56 0.58 0.61 0.64 0.67 0.70 0.74 0.78 0.83 0.88 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi'Vc (k) 4.12 4.12 4.12 4.13 4.13 4.14 4.14 4.14 4.15 4.15 4.16 4.17 4.17 4.18 4.18 4.19 4.20 4.20 4.21 4.22 4.23 4.24 4.25 4.26 4.27 4.28 4.29 4.31 4.32 4.34 4.35 4.37 4.39 4.41 4.44 4.46 4.49 4.52 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi"Vs (k) NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Phi"Vn Spacing (in) (k) Req'd Suggest - - ------------ - - 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 0.0 0.0 4.1 4.1 4.1 4.1 4.1 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.4 0.0 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.5 0.0 4.5 0.0 4.5 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 Not Reqd 4.6 0.0 Not Req!l>age Gtli,t 15g).O Not Reqd 4.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Description : CD-1 Joist Detailed Shear Information Load Combination + 1.200+ 1.60lr.i-0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.ZOD+ 1.60Lr +O .80W +1.20D+1.60Lr+0.80W + 1.ZOD+ 1.60Lr +O .80W +1.20D+1.60Lr+0.80W + 1.200+ 1. 60Lr +O .80W +1.20D+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 14.79 8.50 14.83 8.50 14.88 8.50 14.92 8.50 14.96 8.50 15.00 8.50 15.04 8.50 15.08 15.13 15.17 15.21 15.25 15.29 15.33 15.38 15.42 15.46 15.50 15.54 15.58 15.63 15.67 15.71 15.75 15.79 15.83 15.88 15.92 15.96 16.00 16.04 16.08 16.13 16.17 16.21 16.25 16.29 16.33 16.38 16.42 16.46 16.50 16.54 16.58 16.63 16.67 16.71 16.75 16.79 16.83 16.88 16.92 16.96 17.00 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 8.50 Vu (k) Actual Design -1.14 1.14 -1.15 1.15 -1.16 1.16 -1.17 1.17 -1.18 1.18 -1.19 1.19 -1.20 1.20 -1.21 -1.21 -1.22 -1.23 -1.24 -1.25 -1.26 -1.27 -1.28 -1.28 -1.29 -1.30 -1.31 -1.32 -1.33 -1.34 -1.35 -1.36 -1.36 -1.37 -1.38 -1.39 -1.40 -1.41 -1.42 -1.43 -1.43 -1.44 -1.45 -1.46 -1.47 -1.48 -1.49 -1.50 -1.50 -1.51 -1.52 -1.53 -1.54 -1.55 -1.56 -1.57 -1.58 -1.58 -1.59 -1.60 -1.61 1.21 1.21 1.22 1.23 1.24 1.25 1.26 1.27 1.28 1.28 1.29 1.30 1.31 1.32 1.33 1.34 1.35 1.36 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.43 1.44 1.45 1.46 1.47 1.48 1.49 1.50 1.50 1.51 1.52 1.53 1.54 1.55 1.56 1.57 1.58 1.58 1.59 1.60 1.61 Mu d'Vu/Mu (k-ft) 0.00 1.00 0.05 1.00 0.10 1.00 0.15 1.00 0.20 1.00 0.25 1.00 0.30 1.00 0.35 0.40 0.45 0.50 0.55 0.60 0.66 0.71 0.76 0.81 0.87 0.92 0.98 1.03 1.09 1.14 1.20 1.25 1.31 1.37 1.43 1.48 1.54 1.60 1.66 1.72 1.78 1.84 1.90 1.96 2.02 2.08 2.14 2.20 2.27 2.33 2.39 2.46 2.52 2.59 2.65 2.71 2.78 2.85 2.91 2.98 3.05 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.91 0.87 0.83 0.80 0.77 0.74 0.71 0.69 0.66 0.64 0.62 0.61 0.59 0.57 0.56 0.54 0.53 0.52 0.50 0.49 0.48 0.47 0.46 0.45 0.44 0.43 0.42 0.42 0.41 0.40 0.39 0.39 0.38 0.37 Phi"Vc (k) 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.56 4.53 4.51 4.48 4.46 4.44 4.43 4.41 4.39 4.38 4.37 4.35 4.34 4.33 4.32 4.31 4.30 4.30 4.29 4.28 4.27 4.27 4.26 4.25 4.25 4.24 4.24 4.23 4.23 4.22 4.22 4.21 4.21 4.21 4.20 4.20 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd No!Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest --------------- 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.6 0.0 4.5 0.0 4.5 0.0 4.5 0.0 4.5 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.3 0.0 4.2 0.0 4.2 0.0 4.2 0.0 4.2 0.0 4.2 0.0 4.2 0.0 4.2 0.0 4.2 0.0 4.2 0.0 Not Reqd 4.2 0.0 Not Req,page 6~·6f 15g).O Not Reqd 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • • .. • • • II I I • - Concrete Beam 1.1 ,, .. Description : CD-1 Joist Detailed Shear Information .... , Span Distance 'd' Vu (k} Mu d"Vu/Mu Phi"Vc Comment Phi"Vs Phi"Vn Spacing (in} Load Combination Number (ft} (in} Actual Design (k-ft) (k} (k) (k) Req'd Suggest 1.,...: +1.20D+1.60Lr-f{).80W 17.04 8.50 -1.62 1.62 3.11 0.37 4.19 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.08 8.50 -1.63 1.63 3.18 0.36 4.19 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 ltll-• +1.20D+1.60Lr+0.80W 17.13 8.50 -1.64 1.64 3.25 0.36 4.19 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.17 8.50 -1.65 1.65 3.32 0.35 4.18 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.21 8.50 -1.65 1.65 3.39 0.35 4.18 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 ,, +1.200+1.60Lr+0.80W 17.25 8.50 -1.66 1.66 3.46 0.34 4.18 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 + 1.200+ 1.60Lr-f{) .SOW 17.29 8.50 -1.67 1.67 3.52 0.34 4.18 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+ 1.60Lr+0.80W 17.33 8.50 -1.68 1.68 3.59 0.33 4.17 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+ 1.60Lr-f{).80W 17.38 8.50 -1.69 1.69 3.66 0.33 4.17 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 l;i"' +1.200+1.60Lr-f{).80W 17.42 8.50 -1.70 1.70 3.74 0.32 4.17 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.46 8.50 -1.71 1.71 3.81 0.32 4.17 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.50 8.50 -1.72 1.72 3.88 0.31 4.16 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 +1.200+ 1.60Lr-f{).80W 17.54 8.50 -1.72 1.72 3.95 0.31 4.16 Vu< PhiVc/2 Not Reqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.58 8.50 -1.73 1.73 4.02 0.31 4.16 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+1.60Lr-f{).80W 17.63 8.50 -1.74 1.74 4.09 0.30 4.16 Vu< PhiVc/2 No\Reqd 4.2 0.0 0.0 +1.20D+1.60Lr+0.80W 17.67 8.50 -1.75 1.75 4.17 0.30 4.15 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 +1.200+1.60Lr+0.80W 17.71 8.50 -1.76 1.76 4.24 0.29 4.15 Vu< PhiVc/2 NotReqd 4.2 0.0 0.0 ... +1.200+1.60Lr+0.80W 17.75 8.50 -1.77 1.77 4.31 0.29 4.15 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 17.79 8.50 -1.78 1.78 4.39 0.29 4.15 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W 17.83 8.50 -1.79 1.79 4.46 0.28 4.15 Vu< PhiVc/2 No\Reqd 4.1 0.0 0.0 +1.200+1.60Lr+0.80W 17.88 8.50 -1.80 1.80 4.54 0.28 4.14 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.200+1.60Lr+0.80W 4.61 0.28 4.14 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 17.92 8.50 -1.80 1.80 +1.200+1.60Lr-f{).80W 17.96 8.50 -1.81 1.81 4.69 0.27 4.14 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+1.200+ 1.60Lr +0.80W 1.82 4.76 0.27 4.14 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 18.00 8.50 -1.82 -+ 1.200+1.60Lr +0.80W 18.04 8.50 -1.83 1.83 4.84 0.27 4.14 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.200+1.60Lr+0.80W 18.08 8.50 -1.84 1.84 4.91 0.27 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.200+1.60Lr+0.80W 18.13 8.50 -1.85 1.85 4.99 0.26 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.200+1.60Lr+0.80W 18.17 8.50 -1.86 1.86 5.07 0.26 4.13 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+ 1.200+1.60Lr +0.80W 18.21 8.50 -1.87 1.87 5.15 0.26 4.13 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 18.25 8.50 -1.87 1.87 5.22 0.25 4.13 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+ 1.200+ 1.60Lr +O.BOW 18.29 8.50 -1.88 1.88 5.30 0.25 4.13 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.200+1.60Lr+0.80W 18.33 8.50 -1.89 1.89 5.38 0.25 4.13 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.200+1.60Lr+0.80W 18.38 8.50 -1.90 1.90 5.46 0.25 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 18.42 8.50 -1.91 1.91 5.54 0.24 4.12 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 18.46 8.50 -1.92 1.92 5.62 0.24 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 +1.200+1.60Lr+0.80W 18.50 8.50 -1.93 1.93 5.70 0.24 4.12 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+1.20D+1.60Lr+0.80W 18.54 8.50 -1.94 1.94 5.78 0.24 4.12 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.200+1.60Lr+0.80W 18.58 8.50 -1.94 1.94 5.86 0.24 4.12 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 -+1.200+1.60Lr+0.80W 18.63 8.50 -1.95 1.95 5.94 0.23 4.12 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 +1.20D+1.60Lr+0.80W 18.67 8.50 -1.96 1.96 6.02 0.23 4.11 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 -+1.200+1.60Lr+0.80W 1.97 6.11 0.23 4.11 Vu< PhiVc/2 NotReqd 4.1 0.0 0.0 18.71 8.50 -1.97 +1.200+1.60Lr+0.80W 18.75 8.50 -1.98 1.98 6.19 0.23 4.11 Vu< PhiVc/2 Not Reqd 4.1 0.0 0.0 ..... - - Page 70 of 159 Description : COl>E REFERENCES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : IBC 2009 Material Properties fc = fr= fc 112 • 7 .50 3.0 ksi 410.792 psi 145.0 pcf 1.0 Q) Phi Values Flexure: 0.90 Shear : 0. 750 'JI Density ~1 0.850 A L!Wt Factor Elastic Modulus fy -Main Rebar E -Main Rebar 3,122.0 ksi Fy-Stirrups 60 0 E -Stirrups · ksi st· B s· # 29,000.0 ksi ,rrup ar ,ze = Number of Resisting Legs Per Stirrup = Load Combination !BC 2009 Cro~,s~tion & Reinforcing Details 40.0ksi 29,000.0 ksi # 3 1.0 6" W X 12" h Span=26.0 ft Tee Section, Stem Width = 6.0 in, Total Height= 12.0 in, Top Flange Width = 24.0 in, Flange Thickness= 2.0 in Span #1 Reinforcing .... 6 in 24in 1-#6 at 1.50 in from Top, from 0.0 to 26.0 ft in this span 1-#6 at 1.50 in from Bottom, from 0.0 to 26.0 ft in this span Appfied toads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.0260, Lr= 0.040 k/ft, Tributary Width= 1.0 ft DE:S,GN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Load Combination Overall MAXimum DOnly Lr Only 04.r Shear Stirrup Requirements Support 1 2.272 1.752 0.520 2.272 0.665: 1 Typical Section -12.714 k-ft 19.109 k-ft + 1.20D+ 1.60Lr+0.50L 26.000ft Span# 1 -. -·-·-'--• -·--·-··-··~ Support2 2.212· 1.752 0.520 2.272 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Between 0.00 to 1.56 ft, PhiVc/2 < Vu <= PhiVc. Req'd Vs = Min 11.4.S:1, use stirrups spaced at 5.000 in Between 1.62 to 24.38 ft, Vu< PhiVc/2, Req'd Vs = Not Reqd, use stirrups spaced at 0.000 in Between 24.44 to 25.94 ft, PhiVc/2 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 5.000 in _ Maximum Forces & Stresses for load Combinations ___ _ Load Combination Location (ft) .. Be-'1.ding ~tress Results ( k-lt) Segment Length Span # in Span Mu : Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span# 1 26.000 -12.71 19.11 0.67 Desi nOK 0.039 in Ratio= 0.000 in Ratio= 0.101 in Ratio= 0.000 in Ratio= 8015 0<360 3076 999<180 Page 71 of 159 .. • .. I .. • • • • II -• I conerete seam l ,.1 II,. Description : CD-2 Joist Load Combination Location (ft) Bending Stress Results ( k-ft ) ------Segment Length Span# in Span Mu :Max Phi"Mnx Stress Ratio +1.400 Span# 1 26.000 -10.63 19.11 0.56 +1.20D+0.50Lr+1.60L +1.60H Span# 1 26.000 -10.24 19.11 0.54 +1.20D+1.60L +0.50S+1.60H Span# 1 26.000 -9.11 19.11 0.48 +1.20D+1.60Lr+0.50L Span# 1 26.000 -12.71 19.11 0.67 -+ 1.200+ 1.60Lr +O .80W Span# 1 26.000 -12.71 19.11 0.67 +1.20D+0.50L+1.60S Span# 1 26.000 -9.11 19.11 0.48 -+1.20D+1.60S+0.80W Span# 1 26.000 -9.11 19.11 0.48 +1.20D+0.50Lr+0.50L +1.60W Span# 1 26.000 -10.24 19.11 0.54 + 1.20D+0.50L +0.50S+1.60W -Span# 1 26.000 -9.11 19.11 0.48 +1.40D+0.50L +0.20S+E Span# 1 26.000 -10.63 19.11 0.56 +1.40D+0.50L +0.20S-1.0E Span# 1 26.000 -10.63 19.11 0.56 -+0.90D+1.60W+1.60H Span# 1 26.000 -6.83 19.11 0.36 +0.70D+E+1.60H Span# 1 26.000 -5.31 19.11 0.28 +0.70D-1.0E+1.60H -Span# 1 1 26.000 -5.31 19.11 0.28 Overall Maximum Deflections • Unfactored Loads ---- ---- -------------.... Load Combination Span Max.'-' Defl Location in Span Load Combination Max.'+" Defl Location in Span -D+Lr 0.1014 13.260 -----------0.0000 0.000 OetaDed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest -+1.20D+1.60lr+0.80W 0.00 10.50 2.93 2.93 12.71 0.20 5.08 PhiVc/2 <Vu<= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 0.06 10.50 2.92 2.92 12.55 0.20 5.09 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 + 1.200+ 1.60Lr+0.80W 0.12 10.50 2.91 2.91 12.38 0.21 5.09 PhiVc/2 <Vu<= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 0.17 10.50 2.89 2.89 12.21 0.21 5.09 PhNc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.23 10.50 2.88 2.88 12.04 0.21 5.09 PhiVc/2 <Vu<= Min 11.4.5 12.0 5.3 5.0 + 1.20D+ 1.60Lr +O .80W 0.29 10.50 2.87 2.87 11.88 0.21 5.09 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.35 10.50 2.86 2.86 11.71 0.21 5.09 PhiVc/2 <Vu<= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 0.40 10.50 2.84 2.84 11.55 0.22 5.09 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.46 10.50 2.83 2.83 11.38 0.22 5.10 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 0.52 10.50 2.82 2.82 11.22 0.22 5.10 PhiVc/2 <Vu<= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.58 10.50 2.80 2.80 11.06 0.22 5.10 PhNc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 0.64 10.50 2.79 2.79 10.90 0.22 5.10 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.69 10.50 2.78 2.78 10.73 0.23 5.10 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 0.75 10.50 2.76 2.76 10.57 0.23 5.11 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.81 10.50 2.75 2.75 10.41 0.23 5.11 PhNc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+ 1.200+ 1.60Lr+0.80W 0.87 10.50 2.74 2.74 10.26 0.23 5.11 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 +1.200+ 1.60Lr+0.80W 0.92 10.50 2.73 2.73 10.10 0.24 5.11 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 0.98 10.50 2.71 2.71 9.94 0.24 5.11 PhNc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 + 1.200+ 1.60Lr +O .80W 1.04 10.50 2.70 2.70 9.79 0.24 5.12 PhiVc/2 <Vu<= Min 11.4.5 12.0 5.3 5.0 -+1.20D+1.60Lr+0.80W 1.10 10.50 2.69 2.69 9.63 0.24 5.12 PhiVc/2 < Vu <= Min 11.4.5 12.0 5.3 5.0 +1.20D+1.60Lr+0.80W 1.16 10.50 2.67 2.67 9.47 0.25 5.12 PhiVc/2 < Vu <= Min 11.4.5 12.1 5.3 5.0 --+1.20D+1.60Lr+0.80W 1.21 10.50 2.66 2.66 9.32 0.25 5.12 PhiVc/2 < Vu <= Min 11.4.5 12.1 5.3 5.0 + 1.20D+1.60Lr+0.80W 1.27 10.50 2.65 2.65 9.17 0.25 5.13 PhiVc/2 < Vu <= Min 11.4.5 12.1 5.3 5.0 -+1.20D+1.60Lr+0.80W 1.33 10.50 2.63 2.63 9.01 0.26 5.13 PhiVc/2 < Vu <= Min 11.4.5 12.1 5.3 5.0 +1.20D+1.60Lr+0.80W 1.39 10.50 2.62 2.62 8.86 0.26 5.13 PhiVc/2 < Vu <= Min 11.4.!i>age 1Ht 15gi.3 5.0 +1.20D+1.60Lr+0.80W 1.44 10.50 2.61 2.61 8.71 0.26 5.13 PhiVc/2 < Vu <= Min 11.4.5 12.1 5.3 5.0 - Description : CD-2 Joist Detailed Shear Information Load Combination +f2db+1.60Lr-+-0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+O .BOW + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+O .BOW + 1.20D+ 1.60Lr+O .BOW + 1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 1.50 10.50 1.56 10.50 1.62 10.50 1.68 10.50 1.73 10.50 1.79 10.50 1.85 10.50 1.91 10.50 1.96 10.50 2.02 10.50 2.08 10.50 2.14 10.50 2.20 10.50 2.25 10.50 2.31 10.50 2.37 10.50 2.43 10.50 2.48 10.50 2.54 10.50 2.60 10.50 2.66 10.50 2.72 10.50 2.77 10.50 2.83 10.50 2.89 10.50 2.95 10.50 3.00 10.50 3.06 10.50 3.12 10.50 3.18 10.50 3.24 10.50 3.29 10.50 3.35 10.50 3.41 10.50 3.47 10.50 3.52 10.50 3.58 10.50 3.64 10.50 3.70 10.50 3.76 10.50 3.81 10.50 3.87 10.50 3.93 10.50 3.99 10.50 4.04 10.50 4.10 10.50 4.16 10.50 4.22 10.50 4.28 10.50 4.33 10.50 4.39 10.50 4.45 10.50 4.51 10.50 4.56 10.50 Vu (k) Actual Design 2.60 2.60 2.58 2.57 2.56 2.54 2.53 2.52 2.50 2.49 2.48 2.46 2.45 2.44 2.43 2.41 2.40 2.39 2.37 2.36 2.35 2.33 2.32 2.31 2.30 2.28 2.27 2.26 2.24 2.23 2.22 2.20 2.19 2.18 2.16 2.15 2.14 2.13 2.11 2.10 2.09 2.07 2.06 2.05 2.03 2.02 2.01 2.00 1.98 1.97 1.96 1.94 1.93 1.92 1.90 2.58 2.57 2.56 2.54 2.53 2.52 2.50 2.49 2.48 2.46 2.45 2.44 2.43 2.41 2.40 2.39 2.37 2.36 2.35 2.33 2.32 2.31 2.30 2.28 2.27 2.26 2.24 2.23 2.22 2.20 2.19 2.18 2.16 2.15 2.14 2.13 2.11 2.10 2.09 2.07 2.06 2.05 2.03 2.02 2.01 2.00 1.98 1.97 1.96 1.94 1.93 1.92 1.90 Mu d'Vu/Mu (k-ft) 8.56 0.27 8.41 0.27 8.26 0.27 8.12 0.28 7.97 0.28 7.82 0.28 7.68 0.29 7.53 0.29 7.39 0.30 7.24 0.30 7.10 0.30 6.96 0.31 6.82 0.31 6.68 0.32 6.54 0.32 6.40 0.33 6.26 0.33 6.12 0.34 5.98 0.35 5.85 0.35 5.71 0.36 5.58 0.36 5.45 0.37 5.31 0.38 5.18 0.39 5.05 0.39 4.92 0.40 4.79 0.41 4.66 0.42 4.53 0.43 4.40 0.44 4.28 0.45 4.15 0.46 4.02 0.47 3.90 0.48 3.78 0.50 3.65 0.51 3.53 0.52 3.41 0.54 3.29 0.56 3.17 0.57 3.05 0.59 2.93 2.81 2.69 2.58 2.46 2.35 2.23 2.12 2.01 1.89 1.78 1.67 0.61 0.63 0.66 0.68 0.71 0.74 0.77 0.81 0.85 0.89 0.94 1.00 Phi'Vc (k) Comment Phi'Vs Phi'Vn Spacing (in) (k) (k) Req'd Suggest ------------- 5.14 PhiVc/2 < Vu <= Min 11.4.5 12.1 5.3 5.0 5.14 PhiVc/2 <Vu<= 5.14 Vu< PhiVc/2 5.14 Vu < PhiVc/2 5.15 Vu< PhiVc/2 5.15 Vu < PhiVc/2 5.15 Vu< PhiVc/2 5.16 Vu< PhiVc/2 5.16 Vu< PhiVc/2 5.16 Vu < PhiVc/2 5.17 Vu< PhiVc/2 5.17 Vu< PhiVc/2 5.18 Vu < PhNc/2 5.18 Vu < PhiVc/2 5.18 Vu < PhiVc/2 5.19 Vu < PhiVc/2 5.19 Vu< PhiVc/2 5.20 Vu < PhiVc/2 5.20 Vu< PhiVc/2 5.21 Vu < PhiVc/2 5.21 Vu < PhiVc/2 5.22 Vu < PhiVc/2 5.22 Vu < PhiVc/2 5.23 Vu < PhiVc/2 5.24 Vu < PhiVc/2 5.24 Vu< PhiVc/2 5.25 Vu< PhNc/2 5.26 Vu < PhiVc/2 5.26 Vu < PhiVc/2 5.27 Vu< PhiVc/2 5.28 Vu < PhiVc/2 5.29 Vu < PhiVc/2 5.30 Vu < PhiVc/2 5.31 Vu< PhNc/2 5.32 Vu< PhiVc/2 5.33 Vu< PhiVc/2 5.34 Vu < PhiVc/2 5.35 Vu < PhiVc/2 5.36 Vu < PhiVc/2 5.38 Vu < PhiVc/2 5.39 Vu < PhiVc/2 5.41 Vu< PhNc/2 5.42 5.44 5.46 5.48 5.50 5.53 5.55 5.58 5.62 5.65 5.69 5.74 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Min 11.4.5 Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd 12.1 5.3 5.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 5.4 5.5 5.5 5.5 5.5 5.6 5.6 5.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 5.7 0.0 Not Req<page 73-of 15g).O Not Reqd 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - • ---• Iii -• • • • .. • • • • .. • I • • .. • - - ------- - t. Concrete Beam Description : CD-2 Joist Detailed Shear Information Load Combination +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 4.62 10.50 4.68 10.50 4.74 10.50 4.80 10.50 4.85 10.50 4.91 10.50 4.97 10.50 5.03 10.50 5.08 10.50 5.14 10.50 5.20 10.50 5.26 10.50 5.32 10.50 5.37 10.50 5.43 10.50 5.49 10.50 5.55 10.50 5.60 10.50 5.66 10.50 5.72 10.50 5.78 10.50 5.84 10.50 5.89 10.50 5.95 10.50 6.01 10.50 6.07 10.50 6.12 10.50 6.18 10.50 6.24 10.50 6.30 10.50 6.36 10.50 6.41 10.50 6.47 10.50 6.53 10.50 6.59 10.50 6.64 10.50 6.70 10.50 6.76 10.50 6.82 10.50 6.88 10.50 6.93 10.50 6.99 10.50 7.05 10.50 7.11 10.50 7.16 10.50 7.22 10.50 7.28 10.50 7.34 10.50 7.40 10.50 7.45 10.50 7.51 10.50 7.57 10.50 7.63 10.50 7.68 10.50 Vu (k) Actual Design 1.89 1.89 1.88 1.88 1.86 1.86 1.85 1.85 1.84 1.83 1.81 1.80 1.79 1.77 1.76 1.75 1.73 1.72 1.71 1.70 1.68 1.67 1.66 1.64 1.63 1.62 1.60 1.59 1.58 1.56 1.55 1.54 1.53 1.51 1.50 1.49 1.47 1.46 1.45 1.43 1.42 1.41 1.40 1.38 1.37 1.36 1.34 1.33 1.32 1.30 1.29 1.28 1.26 1.25 1.24 1.23 1.21 1.20 1.84 1.83 1.81 1.80 1.79 1.77 1.76 1.75 1.73 1.72 1.71 1.70 1.68 1.67 1.66 1.64 1.63 1.62 1.60 1.59 1.58 1.56 1.55 1.54 1.53 1.51 1.50 1.49 1.47 1.46 1.45 1.43 1.42 1.41 1.40 1.38 1.37 1.36 1.34 1.33 1.32 1.30 1.29 1.28 1.26 1.25 1.24 1.23 1.21 1.20 Mu d*Vu/Mu (k-ft) 1.56 1.00 1.45 1.00 1.35 1.00 1.24 1.00 1.13 1.03 0.92 0.82 0.71 0.61 0.51 0.41 0.31 0.21 0.11 0.01 0.09 0.18 0.28 0.38 0.47 0.56 0.66 0.75 0.84 0.93 1.02 1.11 1.20 1.29 1.38 1.46 1.55 1.63 1.72 1.80 1.88 1.96 2.04 2.12 2.20 2.28 2.36 2.44 2.51 2.59 2.66 2.74 2.81 2.89 2.96 3.03 3.10 3.17 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.89 0.83 0.78 0.74 0.70 0.66 0.63 0.60 0.57 0.54 0.52 0.50 0.48 0.46 0.44 0.42 0.41 0.39 0.38 0.37 0.35 0.34 0.33 Phi*Vc (k) 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.14 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.70 5.65 5.60 5.56 5.53 5.49 5.46 5.44 5.41 5.39 5.37 5.35 5.33 5.31 5.30 5.28 5.27 5.25 5.24 5.23 5.22 5.21 5.20 5.19 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd - Phi*Vn Spacing (in) (k) Req'd Suggest 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.6 0.0 0.0 5.6 0.0 0.0 5.5 0.0 0.0 5.5 0.0 0.0 5.5 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 5.2 5.2 0.0 0.0 0.0 Not Reqd 5.2 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 5.2 0.0 Not Req<t>age 7 .q.?if 15g).O Not Reqd 5.2 0.0 Description : CD-2 Joist Detaifed $hear Jnfe>nnation Load Combination +1.200+f60Lr+0.80W . +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W Span Distance 'd' Number (ft) (in) 7.74 10.50 7.80 10.50 7.86 10.50 7.92 10.50 7.97 10.50 8.03 10.50 8.09 10.50 8.15 10.50 8.20 10.50 8.26 10.50 8.32 10.50 8.38 10.50 8.44 10.50 8.49 10.50 8.55 10.50 8.61 10.50 8.67 10.50 8.72 10.50 8.78 10.50 8.84 10.50 8.90 10.50 8.96 10.50 9.01 10.50 9.07 10.50 9.13 10.50 9.19 10.50 9.24 10.50 9.30 10.50 9.36 10.50 9.42 10.50 9.48 10.50 9.53 10.50 9.59 10.50 9.65 10.50 9.71 10.50 9.76 10.50 9.82 10.50 9.88 10.50 9.94 10.50 10.00 10.50 10.05 10.50 10.11 10.50 10.17 10.50 10.23 10.50 10.28 10.50 10.34 10.50 10.40 10.50 10.46 10.50 10.52 10.50 10.57 10.50 10.63 10.50 10.69 10.50 10.75 10.50 10.80 10.50 Vu (k) Actual Design 1.19 1.19 1.17 1.17 1.16 1.16 1.15 1.15 1.13 1.13 1.12 1.12 1.11 1.11 1.10 1.10 1.08 1.08 1.07 1.07 1.06 1.06 1.04 1.04 1.03 1.03 1.02 1.02 1.00 1.00 0.99 0.99 0.98 0.98 0.96 0.96 0.95 0.95 0.94 0.94 0.93 0.93 0.91 0.91 0.90 0.90 0.89 0.89 0.87 0.87 0.86 0.86 0.85 0.85 0.83 0.83 0.82 0.82 0.81 0.81 0.80 0.80 0.78 0.78 0.77 0.77 0.76 0.76 0.74 0.74 0.73 0.73 0.72 0.72 0.70 0.70 0.69 0.69 0.68 0.68 0.67 0.67 0.65 0.65 0.64 0.64 0.63 0.63 0.61 0.61 0.60 0.60 0.59 0.59 0.57 0.57 0.56 0.56 0.55 0.55 0.53 0.53 0.52 0.52 0.51 0.51 0.50 0.50 Mu d'Vu/Mu Phi'Vc (k-ft) (k) 3.24 0.32 5.18 3.31 0.31 5.17 3.37 0.30 5.17 3.44 0.29 5.16 3.51 0.28 5.15 3.57 0.27 5.14 3.64 0.27 5.14 3.70 0.26 5.13 3.76 0.25 5.12 3.82 0.24 5.12 3.89 0.24 5.11 3.95 0.23 5.11 4.01 0.23 5.10 4.07 0.22 5.10 4.12 0.21 5.09 4.18 0.21 5.09 4.24 0.20 5.08 4.29 0.20 5.08 4.35 0.19 5.08 4.40 0.19 5.07 4.46 0.18 5.07 4.51 0.18 5.06 4.56 0.17 5.06 4.62 0.17 5.06 4.67 0.16 5.05 4.72 0.16 5.05 4.77 0.16 5.05 4.81 0.15 5.04 4.86 0.15 5.04 4.91 0.14 5.04 4.96 0.14 5.03 5.00 0.14 5.03 5.05 0.13 5.03 5.09 0.13 5.02 5.13 0.13 5.02 5.18 0.12 5.02 5.22 0.12 5.02 5.26 0.12 5.01 5.30 0.11 5.01 5.34 0.11 5.01 5.38 0.11 5.01 5.42 0.11 5.00 5.45 0.10 5.00 5.49 0.10 5.00 5.53 0.10 5.00 5.56 0.09 5.00 5.59 0.09 4.99 5.63 0.09 4.99 5.66 0.09 4.99 5.69 0.08 4.99 5.72 0.08 4.98 5.75 0.08 4.98 5.78 0.08 4.98 5.81 0.07 4.98 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Reqd 5.0 0.0 0.0 Not Req<j:,age 7§.~f 15gl.O 0.0 Not Reqd 5.0 0.0 0.0 - - • • .. I I • .. ... • II • • II .. .. -II • • 111111 - ----------- -----.. -------- .... Concrete Beam Description : C0-2 Joist Detailed Shear Information Load Combination + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+0.50Lr+0.50L+1.60W +1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1. 60Lr +Q .SOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.200+ 1.60Lr +0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 10.86 10.50 10.92 10.50 10.98 10.50 11.04 10.50 11.09 10.50 11.15 10.50 11.21 10.50 11.27 10.50 11.32 10.50 11.38 10.50 11.44 10.50 11.50 10.50 11.56 10.50 11.61 10.50 11.67 10.50 11.73 10.50 11.79 10.50 11.84 10.50 11.90 10.50 11.96 10.50 12.02 10.50 12.08 10.50 12.13 10.50 12.19 10.50 12.25 10.50 12.31 10.50 12.36 10.50 12.42 10.50 12.48 10.50 12.54 10.50 12.60 10.50 12.65 10.50 12.71 10.50 12.77 10.50 12.83 10.50 12.88 10.50 12.94 10.50 13.00 10.50 13.06 10.50 13.12 10.50 13.17 10.50 13.23 10.50 13.29 10.50 13.35 10.50 13.40 10.50 13.46 10.50 13.52 10.50 13.58 10.50 13.64 10.50 13.69 10.50 13.75 10.50 13.81 10.50 13.87 10.50 13.92 10.50 Vu Actual 0.48 0.47 0.46 0.44 0.43 0.42 0.40 0.39 0.38 0.37 0.35 0.34 0.33 0.31 0.30 0.29 0.27 0.26 0.25 0.23 0.22 0.21 0.20 0.18 0.17 0.16 0.14 0.13 0.12 0.10 0.09 0.08 0.07 0.05 0.04 0.03 0.01 -0.00 -0.01 -0.03 -0.04 -0.05 -O.o7 -0.08 -0.09 -0.10 -0.12 -0.13 -0.14 -0.16 -0.17 -0.18 -0.20 -0.21 (k) Design 0.48 0.47 0.46 0.44 0.43 0.42 0.40 0.39 0.38 0.37 0.35 0.34 0.33 0.31 0.30 0.29 0.27 0.26 0.25 0.23 0.22 0.21 0.20 0.18 0.17 0.16 0.14 0.13 0.12 0.10 0.09 0.08 0.07 0.05 0.04 0.03 0.01 0.00 0.01 O.Q3 0.04 0.05 0.07 0.08 0.09 0.10 0.12 0.13 0.14 0.16 0.17 0.18 0.20 0.21 Mu (k-ft) 5.84 5.87 5.90 5.92 5.95 5.97 6.00 6.02 6.04 6.06 6.08 6.10 6.12 6.14 6.16 6.17 6.19 6.21 6.22 6.24 6.25 6.26 6.27 6.28 6.29 6.30 6.31 6.32 6.33 6.33 6.34 6.34 6.35 6.35 6.35 6.36 6.36 5.12 6.36 6.36 6.35 6.35 6.35 6.34 6.34 6.33 6.33 6.32 6.31 6.30 6.29 6.28 6.27 6.26 Fite; C:\US!lr$\KUrt\Oropbox\13l40P-1\CACUll:-1\models\Eoorcalc\HUTTON-4,EC6 . ENERCALe. lr-lC. 198'3-2013, Buikl:6.13.8.31, Ver:6.13.8'.31 d*Vu/Mu 0.07 0.07 0.07 0.07 0.06 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 O.Q3 0.03 0.03 O.Q3 0.03 O.Q3 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 O.o3 0.03 0,03 Phi*Vc (k) 4.98 4.97 4.97 4.97 4.97 4.97 4.97 4.96 4.96 4.96 4.96 4.96 4.96 4.95 4.95 4.95 4.95 4.95 4.95 4.94 4.94 4.94 4.94 4.94 4.94 4.94 4.93 4.93 4.93 4.93 4.93 4.93 4.92 4.92 4.92 4.92 4.92 4.92 4.92 4.92 4.92 4.92 4.92 4.93 4.93 4.93 4.93 4.93 4.93 4.94 4.94 4.94 4.94 4.94 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Phi*Vs (k) Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Phi*Vn Spacing (in) (k) Req'd Suggest 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 Not Reqd 4.9 0.0 Not Req¢>age 7d-it 15gl.O Not Reqd 4.9 0.0 0.0 0.0 0.0 0.0 Description : CD-2 Joist Detailed Shear Information Load Combination + 1.200+ f.60[r+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+O .80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W Span Distance 'd' Number (ft) Qn) --------- 13.98 10.50 14.04 10.50 14.10 10.50 14.16 10.50 14.21 10.50 14.27 10.50 14.33 10.50 14.39 10.50 14.44 10.50 14.50 10.50 14.56 10.50 14.62 10.50 14.68 10.50 14.73 10.50 14.79 10.50 14.85 14.91 14.96 15.02 15.08 15.14 15.20 15.25 15.31 15.37 15.43 15.48 15.54 15.60 15.66 15.72 15.77 15.83 15.89 15.95 16.00 16.06 16.12 16.18 16.24 16.29 16.35 16.41 16.47 16.52 16.58 16.64 16.70 16.76 16.81 16.87 16.93 16.99 17.04 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 Vu (k) Actual Design -0.22 0.22 -0.23 0.23 -0.25 0.25 -0.26 0.26 -0.27 0.27 -0.29 0.29 -0.30 0.30 -0.31 0.31 -0.33 0.33 -0.34 0.34 -0.35 -0.37 -0.38 -0.39 -0.40 -0.42 -0.43 -0.44 -0.46 -0.47 -0.48 -0.50 -0.51 -0.52 -0.53 -0.55 -0.56 -0.57 -0.59 -0.60 -0.61 -0.63 -0.64 -0.65 -0.67 -0.68 -0.69 -0.70 -0.72 -0.73 -0.74 -0.76 -0.77 -0.78 -0.80 -0.81 -0.82 -0.83 -0.85 -0.86 -0.87 -0.89 -0.90 -0.91 0.35 0.37 0.38 0.39 0.40 0.42 0.43 0.44 0.46 0.47 0.48 0.50 0.51 0.52 0.53 0.55 0.56 0.57 0.59 0.60 0.61 0.63 0.64 0.65 0.67 0.68 0.69 0.70 0.72 0.73 0.74 0.76 0.77 0.78 0.80 0.81 0.82 0.83 0.85 0.86 0.87 0.89 0.90 0.91 Mu (k-ft) 6.25 6.24 6.22 6.21 6.19 6.17 6.16 6.14 6.12 6.10 6.08 6.06 6.04 6.02 6.00 5.97 5.95 5.92 5.90 5.87 5.84 5.81 5.78 5.75 5.72 5.69 5.66 5.63 5.59 5.56 5.53 5.49 5.45 5.42 5.38 5.34 5.30 5.26 5.22 5.18 5.13 5.09 5.05 5.00 4.96 4.91 4.86 4.81 4.77 4.72 4.67 4.62 4.56 4.51 d'Vu/Mu Phi'Vc (k) 0.03 4.94 0.03 4.94 0.03 4.95 0.04 4.95 0.04 4.95 0.04 4.95 0.04 4.95 0.04 4.95 0.05 4.96 0.05 4.96 0.05 0.05 0.05 0.06 0.06 0.06 0.06 O.o? 0.07 0.07 0.07 0.07 0.08 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.13 0.13 0.13 0.14 0.14 0.14 0.15 0.15 0.16 0.16 0.16 0.17 0.17 0.18 4.96 4.96 4.96 4.96 4.97 4.97 4.97 4.97 4.97 4.97 4.98 4.98 4.98 4.98 4.98 4.99 4.99 4.99 4.99 5.00 5.00 5.00 5.00 5.00 5.01 5.01 5.01 5.01 5.02 5.02 5.02 5.02 5.03 5.03 5.03 5.04 5.04 5.04 5.05 5.05 5.05 5.06 5.06 5.06 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 4.9 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 0.0 0.0 5.0 5.0 5.0 5.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 5.0 0.0 Not Reqd 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 5.1 0.0 Not Reqd 5.1 0.0 Not Req<page 77-bf 15gl.O Not Reqd 5.1 0.0 - - .. -.. -.. ---• .. .. .. • .. • • • • • • • • ,, .. • II • .. • • - .... -- - ..... --- - - - Description : DetaRed Shear Information Load Combination +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.200+ 1.60Lr +0.80W + 1.200+ 1.60Lr +0.80W + 1.200+ 1.60Lr +0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.200+ 1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 17.10 10.50 17.16 10.50 17.22 10.50 17.28 10.50 17.33 10.50 17.39 10.50 17.45 10.50 17.51 10.50 17.56 10.50 17.62 10.50 17.68 10.50 17.74 10.50 17.80 10.50 17.85 10.50 17.91 10.50 17.97 10.50 18.03 10.50 18.08 10.50 18.14 10.50 18.20 10.50 18.26 10.50 18.32 10.50 18.37 10.50 18.43 10.50 18.49 10.50 18.55 10.50 18.60 10.50 18.66 10.50 18.72 10.50 18.78 10.50 18.84 10.50 18.89 10.50 18.95 10.50 19.01 10.50 19.07 10.50 19.12 10.50 19.18 10.50 19.24 10.50 19.30 10.50 19.36 10.50 19.41 10.50 19.47 10.50 19.53 10.50 19.59 10.50 19.64 19.70 19.76 19.82 19.88 19.93 19.99 20.05 20.11 20.16 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 Vu (k) Actual Design -0.93 0.93 -0.94 0.94 -0.95 0.95 -0.96 0.96 -0.98 0.98 -0.99 0.99 -1.00 1.00 -1.02 1.02 -1.03 1.03 -1.04 1.04 -1.06 1.06 -1.07 1.07 -1.08 1.08 -1.10 1.10 -1.11 -1.12 -1.13 -1.15 -1.16 -1.17 -1.19 -1.20 -1.21 -1.23 -1.24 -1.25 -1.26 -1.28 -1.29 -1.30 -1.32 -1.33 -1.34 -1.36 -1.37 -1.38 -1.40 -1.41 -1.42 -1.43 -1.45 -1.46 -1.47 -1.49 -1.50 -1.51 -1.53 -1.54 -1.55 -1.56 -1.58 -1.59 -1.60 -1.62 1.11 1.12 1.13 1.15 1.16 1.17 1.19 1.20 1.21 1.23 1.24 1.25 1.26 1.28 1.29 1.30 1.32 1.33 1.34 1.36 1.37 1.38 1.40 1.41 1.42 1.43 1.45 1.46 1.47 1.49 1.50 1.51 1.53 1.54 1.55 1.56 1.58 1.59 1.60 1.62 Mu d*Vu/Mu (k-ft) 4.46 0.18 4.40 0.19 4.35 0.19 4.29 0.20 4.24 0.20 4.18 0.21 4.12 0.21 4.07 0.22 4.01 0.23 3.95 0.23 3.89 0.24 3.82 0.24 3.76 0.25 3.70 0.26 3.64 3.57 3.51 3.44 3.37 3.31 3.24 3.17 3.10 3.03 2.96 2.89 2.81 2.74 2.66 2.59 2.51 2.44 2.36 2.28 2.20 2.12 2.04 1.96 1.88 1.80 1.72 1.63 1.55 1.46 1.38 1.29 1.20 1.11 1.02 0.93 0.84 0.75 0.66 0.56 0.27 0.27 0.28 0.29 0.30 0.31 0.32 0.33 0.34 0.35 0.37 0.38 0.39 0.41 0.42 0.44 0.46 0.48 0.50 0.52 0.54 0.57 0.60 0.63 0.66 0.70 0.74 0.78 0.83 0.89 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi*Vc (k) 5.07 5.07 5.08 5.08 5.08 5.09 5.09 5.10 5.10 5.11 5.11 5.12 5.12 5.13 5.14 5.14 5.15 5.16 5.17 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.25 5.27 5.28 5.30 5.31 5.33 5.35 5.37 5.39 5.41 5.44 5.46 5.49 5.53 5.56 5.60 5.65 5.70 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 5.74 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Phi*Vn Spacing (in) (k) Req'd Suggest 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 0.0 0.0 5.1 5.1 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.4 5.4 5.4 5.4 5.5 5.5 5.5 5.6 5.6 5.7 5.7 5.7 5.7 5.7 5.7 5.7 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 5.7 0.0 Not Req<j:,age 78-0f 15gl.O Not Reqd 5.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Description : CD-2 Joist Detailed Shear Information Load Combination +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+O .BOW + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+O .BOW + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60lr-+-0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+O .BOW + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 20.22 10.50 20.28 10.50 20.34 10.50 20.40 10.50 20.45 10.50 20.51 10.50 20.57 10.50 20.63 10.50 20.68 10.50 20.74 10.50 20.80 10.50 20.86 10.50 20.92 10.50 20.97 10.50 21.03 10.50 21.09 10.50 21.15 10.50 21.20 10.50 21.26 10.50 21.32 10.50 21.38 10.50 21.44 10.50 21.49 10.50 21.55 10.50 21.61 10.50 21.67 10.50 21.72 10.50 21.78 10.50 21.84 10.50 21.90 10.50 21.96 10.50 22.01 10.50 22.07 10.50 22.13 10.50 22.19 10.50 22.24 10.50 22.30 10.50 22.36 10.50 22.42 10.50 22.48 10.50 22.53 10.50 22.59 10.50 22.65 10.50 22.71 10.50 22.76 10.50 22.82 10.50 22.88 10.50 22.94 10.50 23.00 10.50 23.05 10.50 23.11 10.50 23.17 10.50 23.23 10.50 23.28 10.50 Vu (k) Actual Design ------------- -1.63 1.63 -1.64 1.64 -1.66 1.66 -1.67 1.67 -1.68 1.68 -1.70 1.70 -1.71 1.71 -1.72 1.72 -1.73 1.73 -1.75 1.75 -1.76 1.76 -1.77 1.77 -1.79 1.79 -1.80 1.80 -1.81 1.81 -1.83 1.83 -1.84 1.84 -1.85 1.85 -1.86 1.86 -1.88 1.88 -1.89 1.89 -1.90 1.90 -1.92 1.92 -1.93 1.93 -1.94 1.94 -1.96 1.96 -1.97 1.97 -1.98 1.98 -2.00 2.00 -2.01 2.01 -2.02 2.02 -2.03 2.03 -2.05 2.05 -2.06 2.06 -2.07 -2.09 -2.10 -2.11 -2.13 -2.14 -2.15 -2.16 -2.18 -2.19 -2.20 -2.22 -2.23 -2.24 -2.26 -2.27 -2.28 -2.30 -2.31 -2.32 2.07 2.09 2.10 2.11 2.13 2.14 2.15 2.16 2.18 2.19 2.20 2.22 2.23 2.24 2.26 2.27 2.28 2.30 2.31 2.32 Mu d'Vu/Mu Phi'Vc (k-ft) (k) 0.47 1.00 5.74 0.38 1.00 5.74 0.28 1.00 5.74 0.18 1.00 5.74 0.09 1.00 5.74 0.01 1.00 5.74 0.11 1.00 5.74 0.21 1.00 5.74 0.31 1.00 5.74 0.41 1.00 5.74 0.51 1.00 5.74 0.61 1.00 5.74 0.71 1.00 5.74 0.82 1.00 5.7 4 0.92 1.00 5.74 1.03 1.00 5.74 1.13 1.00 5.74 1.24 1.00 5.74 1.35 1.00 5.74 1.45 1.00 5.74 1.56 1.00 5.74 1.67 1.00 5.74 1.78 0.94 5.69 1.89 0.89 5.65 2.01 0.85 5.62 2.12 0.81 5.58 2.23 0.77 5.55 2.35 0.74 5.53 2.46 0.71 5.50 2.58 0.68 5.48 2.69 0.66 5.46 2.81 0.63 5.44 2.93 0.61 5.42 3.05 0.59 5.41 3.17 3.29 3.41 3.53 3.65 3.78 3.90 4.02 4.15 4.28 4.40 4.53 4.66 4.79 4.92 5.05 5.18 5.31 5.45 5.58 0.57 0.56 0.54 0.52 0.51 0.50 0.48 0.47 0.46 0.45 0.44 0.43 0.42 0.41 0.40 0.39 0.39 0.38 0.37 0.36 5.39 5.38 5.36 5.35 5.34 5.33 5.32 5.31 5.30 5.29 5.28 5.27 5.26 5.26 5.25 5.24 5.24 5.23 5.22 5.22 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.7 0.0 0.0 5.6 0.0 0.0 5.6 0.0 0.0 5.6 0.0 0.0 5.5 0.0 0.0 5.5 0.0 0.0 5.5 0.0 0.0 5.5 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.0 5.4 0.0 5.4 0.0 5.4 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.3 0.0 5.2 0.0 5.2 0.0 5.2 0.0 Not Reqd 5.2 0.0 Not Reqcj:>age 7§.(lf 15g).O Not Reqd 5.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - -.. - -• -• • • • • • .. • • • Ill • • • • "' • ,,.,ti ·-------------- --- - - Description : CD-2 Joist Detailed Shear Information Load Combination +1.20D+1.60Lr+0~80W + l20D+ t60Lr+0.80W +1.200+1,60Lr+0.80W +1.20D+t60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ t60Lr +0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+t60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+t60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+t60Lr+0.80W +1.20D+t60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +l20D+t60Lr+0.80W +1.200+t60Lr+0.80W +1.20D+t60Lr+0.80W +1,2QO+t60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+t60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1-60Lr+0.80W +1.20D+t60Lr+0.80W + 1.200+ HO Lr +O .SOW +1.200+1.60Lr+0.80W +1.200+t60Lr+0.80W +l200+t60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 23.34 10.50 23.40 10.50 23.46 10.50 23.52 10.50 23.57 10.50 23.63 10.50 23.69 10.50 23.75 10.50 23.80 10.50 23.86 10.50 23.92 10.50 23.98 10.50 24.04 10.50 24.09 10.50 24.15 10.50 24.21 10.50 24.27 10.50 24.32 10.50 24.38 10.50 24.44 10.50 24.50 10.50 24.56 10.50 24.61 10.50 24.67 10.50 24.73 10.50 24.79 10.50 24.84 10.50 24.90 10.50 24.96 10.50 25.02 10.50 25.08 10.50 25.13 10.50 25.19 10.50 25.25 10.50 25.31 10.50 25.36 10.50 25.42 10.50 25.48 10.50 25.54 10.50 25.60 10.50 25.65 10.50 25.71 10.50 25.77 10.50 25.83 10.50 25.88 10.50 25.94 10.50 26.00 10.50 Vu (k) Actual Design -2.33 2.33 -2.35 2.35 -2.36 2.36 -2.37 2.37 -2.39 2.39 -2.40 -2.41 -2.43 -2.44 -2.45 -2.46 -2.48 -2.49 -2.50 -2.52 -2.53 -2.54 -2.56 -2.57 -2.58 -2.60 -2.61 -2.62 -2.63 -2.65 -2.66 -2.67 -2.69 -2.70 -2.71 -2.73 -2.74 -2.75 -2.76 -2.78 -2.79 -2.80 -2.82 -2.83 -2.84 -2.86 -2.87 -2.88 -2.89 -2.91 -2.92 -2.93 2.40 2.41 2.43 2.44 2.45 2.46 2.48 2.49 2.50 2.52 2.53 2.54 2.56 2.57 2.58 2.60 2.61 2.62 2.63 2.65 2.66 2.67 2.69 2.70 2.71 2.73 2.74 2.75 2.76 2.78 2.79 2.80 2.82 2.83 2.84 2.86 2.87 2.88 2.89 2.91 2.92 2.93 -. Fie= c:\Users\t<urt1oropooi\13t40P;.:1\CACLUL~1\model$\Enercal<;\HUTTON:4.EC,6 . ENERCALC, INC.1983-~01$, 8uild:6.1~:31, Ver:&;13:s:.~1 ~- Mu d'Vu/Mu (k-ft) 5.71 0.36 5.85 0.35 5.98 0.35 6.12 0.34 6.26 0.33 6.40 6.54 6.68 6.82 6.96 7.10 7.24 7.39 7.53 7.68 7.82 7.97 8.12 8.26 8.41 8.56 8.71 8.86 9.01 9.17 9.32 9.47 9.63 9.79 9.94 10.10 10.26 10.41 10.57 10.73 10.90 11.06 11.22 11.38 11.55 11.71 11.88 12.04 12.21 12.38 12.55 12.71 0.33 0.32 0.32 0.31 0.31 0.30 0.30 0.30 0.29 0.29 0.28 0.28 0.28 0.27 0.27 0.27 0.26 0.26 0.26 0.25 0.25 0.25 0.24 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.22 0.22 0.22 0.22 0.22 0.21 0.21 0.21 0.21 0.21 0.20 0.20 Phi'Vc (k) 5.21 5.21 5.20 5.20 5.19 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 5.19 Vu< PhiVc/2 5.18 Vu< PhiVc/2 5.18 Vu< PhiVc/2 5.18 Vu< PhiVc/2 5.17 Vu< PhiVc/2 5.17 Vu < PhiVc/2 5.16 Vu< PhiVc/2 5.16 Vu < PhiVc/2 5.16 Vu< PhiVc/2 5.15 Vu< PhiVc/2 5.15 Vu< PhiVc/2 5.15 Vu< PhiVc/2 5.14 Vu< PhiVc/2 5.14 Vu< PhiVc/2 5.14 PhiVc/2 <Vu<= 5.14 PhiVc/2 <Vu<= 5.13 PhiVc/2 < Vu <= 5.13 PhiVc/2 <Vu<= 5.13 PhiVc/2 < Vu <= 5.13 PhiVc/2 < Vu <= 5.12 PhiVc/2 <Vu<= 5.12 PhiVc/2 <Vu<= 5.12 PhiVc/2 <Vu<= 5.12 PhiVc/2 <Vu<= 5.11 PhiVc/2 < Vu <= 5.11 PhiVc/2 <Vu<= 5.11 PhiVc/2 < Vu <= 5.11 PhiVc/2 <Vu<= 5.11 PhiVc/2 <Vu<= 5.10 PhiVc/2 < Vu <= 5.10 PhiVc/2 < Vu <= 5.10 PhiVc/2 <Vu<= 5.10 PhiVc/2 <Vu<= 5.10 PhiVc/2 <Vu<= 5.09 PhiVc/2 <Vu<= 5.09 PhiVc/2 < Vu <= 5.09 PhiVc/2 <Vu<= 5.09 PhiVc/2 < Vu <= 5.09 PhiVc/2 <Vu<= 5.09 PhiVc/2 <Vu<= 5.09 PhiVc/2 <Vu<= 5.08 PhiVc/2 <Vu<= Phi'Vs (k) NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 0.0 0.0 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.1 5.1 5.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 5.3 5.0 Page 80 of 159 Description : CB-1 · C€11iS;~FE8~NCES. Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : IBC 2009 Materiaf,Prl.r. rties · . · .... ······ ... p,e . fc = fr= fc112 • 7.50 3.0 ksi <I> Phi Values Flexure: 0.90 = 410.792 psi Shear: 0.750 '11 Density "A L!Wt Factor Elastic Modulus fy -Main Rebar E -Main Rebar 145.0 pcf ~1 1.0 3,122.0 ksi Fy -Stirrups 0 0 E -Stirrups = 6 . ksi st· s s· # 29,000.0 ksi irrup ar ize = Number of Resisting Legs Per Stirrup= Load Combination IBC 2009 C(o~-S~91l'Reinforcing Details 0.850 40.0ksi 29,000.0 ksi # 3 1.0 6" W X 12" h Span=12.0 ft Tee Section, Stem Width= 6.0 in, Total Height= 12.0 in, Top Flange Width= 36.0 in, Flange Thickness= 2.0 in Span #1 Reinforcing .... . c[uL:.1'model~1Eneroa1cli-lurroN.:4.Ecri -- INC. f98J.2013, Bulki:6.13.8.31, Ver:6.13.~31 6 in 36 in "" ,5 1-#7 at 3.0 in from Top, from 0.0 to 12.0 ft in this span 1-#7 at 3.0 in from Bottom, from 0.0 to 12.0 ft in this span Applied:~oads · Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.8320, Lr= 0.260 ksf, Tributary Width= 1.0 ft, (ROOF) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.891: 1 Typical Section -18.887 k-ft 21.201 k-ft +1.20D+1.60Lr+0.50L 0.000ft Span# 1 __ V!.rticaIReactions • Unfactored __________________ _ Support 1 Support 2 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Load Combination Overan MAximum DOnly 7.350----7.350 . . . . . -- 5.790 5.790 Lr Only 1.560 1.560 D+lr 7.350 7.350 Shear Stirrup Requirements Between 0.00 lo 4.56 ft, PhiVc/2 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced al 4.000 in Between 4.59 to 7.41 ft, Vu< PhiVc/2, Req'd Vs= Not Reqd, use stirrups spaced at 0.000 in Between 7.44 to 11.97 ft, PhiVc < Vu, Req'd Vs= 4.807, use stirrups spaced al 4.000 in ·-· Maximum Forces & Stresses for Load Combinations, ___ _ Load Combination Bending Stress Results ( k-ft ) --- ---------------Segment Length Span # Location (ft) in Span Mu : Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span# 1 12.000 -18.89 21.20 0.89 Desi nOK 0.015 in Ratio= 0.000 in Ratio= 0.041 in Ratio= 0.000 in Ratio= 9381 0<360 3548 999<180 Page 81 of 159 - ----- ,. • .. • • • • I • II ! • I I ' Concrete Beam ---·~--~ _. .,,_.-. ... Description : CB-1 Load Combination Location (ft) _ ·-· ~ending Stre_ss Results . ( k-ft ) ,. Segment Leng th Span# in Span Mu: Max Phi*Mnx Stress Ratio +1.400 ,, .. Span# 1 12.000 -16.21 21.20 0.76 + 1.20D+0.50Lr+ 1.60L + 1.60H ,Ill Span# 1 12.000 -15.45 21.20 0.73 +1.20D+1.60L +0.50S+1.60H Span# 1 12.000 -13.89 21.20 0.66 -+1.20D+1.60Lr+0.50L Span# 1 12.000 -18.89 21.20 0.89 -+1.20D+1.60Lr+0.80W Span# 1 12.000 -18.89 21.20 0.89 -+1.20D+0.50L+1.60S Span# 1 12.000 -13.89 21.20 0.66 +1.20D+1.60S+0.80W .. Span# 1 12.000 -13.89 21.20 0.66 + 1.20D+0.50Lr+0.50L +1.60W -Span# 1 12.000 -15.45 21.20 0.73 +1.20D+0.50L +0.50S+ 1.60W Span# 1 12.000 -13.89 21.20 0.66 -+1.40D+0.50L +0.20S+E Span# 1 12.000 -16.21 21.20 0.76 ~ .. +1.40D+0.50L +0.20S-1.0E Span# 1 12.000 -16.21 21.20 0.76 -+0.90D+1.60W+1.60H Span# 1 12.000 -10.42 21.20 0.49 +0.70D+E+1.60H -Span# 1 12.000 -8.11 21.20 0.38 +0.70D-1.0E+1.60H -Span# 1 1 12.000 -8.11 21.20 0.38 Overall Maximum Deflections • Unfactored Loads .. -.... Load Combination Span Max.'-' Dell Location in Span Load Combination Max. "+'Dell Location in Span D+Lr 0.0406 5.880 0.0000 0.000 -Detailed Shear Information -Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest -+ 1.200+ 1.60Lr+0.80W 0.00 9.00 9.44 9.44 18.89 0.38 4.64 PhiVc < Vu 4.807 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.03 9.00 9.40 9.40 18.64 0.38 4.64 PhNc< Vu 4.761 12.1 4.5 4.0 -+1.20D+1.60Lr+0.80W 0.05 9.00 9.36 9.36 18.39 0.38 4.64 PhiVc < Vu 4.715 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.08 9.00 9.32 9.32 18.14 0.39 4.65 PhiVc < Vu 4.669 12.1 4.5 4.0 -+1.200+1.60Lr+0.80W 0.11 9.00 9.28 9.28 17.89 0.39 4.65 PhNc< Vu 4.623 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.13 9.00 9.23 9.23 17.64 0.39 4.66 PhiVc< Vu 4.577 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.16 9.00 9.19 9.19 17.40 0.40 4.66 PhiVc < Vu 4.531 12.1 4.5 4.0 +1.20D+1.60Lr+0.80W 0.19 9.00 9.15 9.15 17.15 0.40 4.66 PhNc < Vu 4.485 12.1 4.5 4.0 -+ 1.200+1.60Lr+0.80W 0.21 9.00 9.11 9.11 16.91 0.40 4.67 PhiVc<Vu 4.438 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.24 9.00 9.07 9.07 16.67 0.41 4.67 PhiVc < Vu 4.392 12.1 4.5 4.0 -+1.200+1.60Lr+0.80W 0.27 9.00 9.02 9.02 16.42 0.41 4.68 PhiVc < Vu 4.345 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.29 9.00 8.98 8.98 16.18 0.42 4.68 PhiVc < Vu 4.299 12.1 4.5 4.0 -+1.20D+1.60Lr+0.80W 0.32 9.00 8.94 8.94 15.95 0.42 4.69 PhNc < Vu 4.252 12.1 4.5 4.0 +1.20D+1.60Lr+0.80W 0.35 9.00 8.90 8.90 15.71 0.42 4.69 PhiVc<Vu 4.205 12.1 4.5 4.0 +1.20D+1.60Lr+0.80W 0.37 9.00 8.86 8.86 15.47 0.43 4.70 PhiVc < Vu 4.158 12.1 4.5 4.0 +1.200+ 1.60Lr+0.80W 0.40 9.00 8.81 8.81 15.24 0.43 4.70 PhNc< Vu 4.111 12.1 4.5 4.0 -+ 1.200+ 1.60Lr +0.80W PhiVc< Vu 4.064 12.1 4.5 4.0 0.43 9.00 8.77 8.77 15.00 0.44 4.71 +1.200+ 1.60Lr+0.80W 0.45 9.00 8.73 8.73 14.77 0.44 4.71 PhiVc < Vu 4.016 12.1 4.5 4.0 +1.200+1.60Lr+0.80W 0.48 9.00 8.69 8.69 14.54 0.45 4.72 PhiVc<Vu 3.969 12.1 4.5 4.0 -+ 1.200+ 1.60Lr+0.80W 0.51 9.00 8.65 8.65 14.30 0.45 4.72 PhiVc< Vu 3.921 12.1 4.5 4.0 +1.20D+1.60Lr+0.80W 0.53 9.00 8.60 8.60 14.07 0.46 4.73 PhiVc < Vu 3.873 12.2 4.5 4.0 -+ 1.200+ 1.60Lr +0.80W 0.56 9.00 8.56 8.56 13.85 0.46 4.74 PhiVc< Vu 3.826 12.2 4.5 4.0 +1.200+ 1.60Lr+0.80W 0.59 9.00 8.52 8.52 13.62 0.47 4.74 PhiVc< Vu 3.777 12.2 4.5 4.0 -+1.20D+1.60Lr+0.80W 0.61 9.00 8.48 8.48 13.39 0.47 4.75 PhiVc< Vu 3.729 12.2 4.5 4.0 +1.20D+1.60Lr+0.80W 0.64 9.00 8.44 8.44 13.17 0.48 4.76 PhiVc < Vu 3.681 Page 11Uf 15g1.5 4.0 -+1.20D+1.60Lr+0.80W 0.67 9.00 8.39 8.39 12.94 0.49 4.76 PhiVc < Vu 3.632 12.2 4.5 4.0 - Description : CB-1 Detailed Shear Information Load Combination +l .20D+1.60Lr->-0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+O .BOW + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+O .BOW + 1.20D+ 1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 0.69 9.00 0.72 9.00 0.75 9.00 0.77 9.00 0.80 9.00 0.83 9.00 0.85 0.88 0.91 0.93 0.96 0.99 1.01 1.04 1.07 1.09 1.12 1.15 1.17 1.20 1.23 1.25 1.28 1.31 1.33 1.36 1.39 1.41 1.44 1.47 1.49 1.52 1.55 1.57 1.60 1.63 1.65 1.68 1.71 1.73 1.76 1.79 1.81 1.84 1.87 1.89 1.92 1.95 1.97 2.00 2.03 2.05 2.08 2.11 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 Vu (k) Actual Design ----------- 8.35 8.35 8.31 8.31 8.27 8.27 8.23 8.23 8.18 8.18 8.14 8.14 Mu (k-ft) 12.72 12.50 12.27 12.05 11.84 11.62 8.10 8.10 11.40 8.06 8.06 11.19 8.02 8.02 10.97 7.97 7.97 10.76 7.93 7.93 10.55 7.89 7.89 10.34 7.85 7.85 10.13 7.81 7.81 9.92 7.76 7.76 9.71 7.72 7.72 9.50 7 .68 7 .68 9.30 7.64 7.64 9.09 7.60 7.60 8.89 7.55 7.55 8.69 7.51 7.51 8.49 7.47 7.47 8.29 7.43 7.43 8.09 7.39 7.39 7.89 7.34 7.34 7.69 7.30 7.30 7.50 7.26 7.26 7.31 7.22 7.22 7.11 7.18 7.18 6.92 7.14 7.14 6.73 7.09 7.09 6.54 7.05 7.05 6.35 7.01 7.01 6.16 6.97 6.97 5.98 6.93 6.93 5.79 6.88 6.88 5.61 6.84 6.84 5.42 6.80 6 .80 5.24 6.76 6. 76 5.06 6.72 6.72 4.88 6.67 6.67 4. 70 6.63 6.63 4.53 6.59 6.59 4.35 6.55 6.55 4.18 6.51 6.51 4.00 6.46 6.46 3.83 6.42 6.42 3.66 6.38 6.38 3.49 6.34 6.34 3.32 6.30 6.30 3.15 6.25 6.25 2.98 6.21 6.17 6.13 6.21 6.17 6.13 2.81 2.65 2.49 d'Vu/Mu Phi'Vc (k) -· - ---------- 0.49 4.77 0.50 4.78 0.51 4.78 0.51 4.79 0.52 4.80 0.53 4.81 0.53 4.81 0.54 4.82 0.55 4.83 0.56 4.84 0.56 4.85 0.57 4.86 0.58 4.87 0.59 4.88 0.60 4.89 0.61 4.90 0.62 4.91 0.63 4.92 0.64 4.94 0.65 4.95 0.66 4.96 0.68 4.98 0.69 4.99 0.70 5.00 0.72 5.02 0.73 5.04 0.75 5.05 0.76 5.07 0.78 5.09 0.80 5.11 0.81 5.13 0.83 5.15 0.85 5.17 0.87 5.20 0.90 5.22 0.92 5.25 0.95 5.28 0.97 5.31 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 5.34 1.00 1.00 1.00 5.34 5.34 5.34 ~\CAC1..{1L-:.:1\model$1EnercalclHUTTON:.4.ECi~ 1983-2013; Bulld:6.13.8.:ti. Ver:6.13.8.31' Comment PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu Phi'Vs (k) 3.583 3.534 3.485 3.436 3.386 3.336 3.286 3.236 3.185 3.134 3.083 3.032 2.980 2.928 2.875 2.822 2.769 2.715 2.661 2.606 2.551 2.495 2.439 2.382 2.325 2.267 2.208 2.148 2.087 2.026 1.963 1.90 1.835 1.769 1.702 1.633 1.562 1.490 1.418 1.376 1.334 1.292 1.250 1.208 1.166 1.124 1.082 1.040 0.9978 0.9559 0.9139 Phi'Vn Spacing (in) (k) Req'd Suggest 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.5 4.5 4.0 12.5 4.5 4.0 12.5 4.5 4.0 12.5 4.5 4.0 12.5 4.5 4.0 12.6 4.5 4.0 12.6 4.5 4.0 12.6 4.5 4.0 12.6 4.5 4.0 12.6 4.5 4.0 12.7 4.5 4.0 12.7 4.5 4.0 12.7 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 0.8719 12.8 4.5 4.0 0.830 Page tfHlf 15tf5 4.0 0.7880 12.8 4.5 4.0 - -----... -• -• tlJ • • • • • • • .. • .. .. ------·-... ·- - - - - Description : Detailed Shear Information Load Combination +1.20D+l60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr-t-0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr-t-0.80W +1.200+ 1.60Lr-t-0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1. 60Lr +O .SOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' {ft) (in) 2.13 9.00 2.16 9.00 2.19 9.00 2.21 2.24 2.27 2.29 2.32 2.35 2.37 2.40 2.43 2.45 2.48 2.51 2.53 2.56 2.59 2.61 2.64 2.67 2.69 2.72 2.75 2.77 2.80 2.83 2.85 2.88 2.91 2.93 2.96 2.99 3.01 3.04 3.07 3.09 3.12 3.15 3.17 3.20 3.23 3.25 3.28 3.31 3.33 3.36 3.39 3.41 3.44 3.47 3.49 3.52 3.55 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 Vu (k) Actual Design 6.09 6.09 6.04 6.04 6.00 6.00 5.96 5.92 5.88 5.83 5.79 5.75 5.71 5.67 5.62 5.58 5.54 5.50 5.46 5.41 5.37 5.33 5.29 5.25 5.20 5.16 5.12 5.08 5.04 4.99 4.95 4.91 4.87 4.83 4.78 4.74 4.70 4.66 4.62 4.57 4.53 4.49 4.45 4.41 4.36 4.32 4.28 4.24 4.20 4.16 4.11 4.07 4.03 3.99 3.95 3.90 3.86 5.96 5.92 5.88 5.83 5.79 5.75 5.71 5.67 5.62 5.58 5.54 5.50 5.46 5.41 5.37 5.33 5.29 5.25 5.20 5.16 5.12 5.08 5.04 4.99 4.95 4.91 4.87 4.83 4.78 4.74 4.70 4.66 4.62 4.57 4.53 4.49 4.45 4.41 4.36 4.32 4.28 4.24 4.20 4.16 4.11 4.07 4.03 3.99 3.95 3.90 3.86 Mu d*Vu/Mu (k-ft) 2.32 1.00 2.16 1.00 2.00 1.00 1.84 1.68 1.52 1.37 1.21 1.06 0.91 0.76 0.60 0.46 0.31 0.16 0.01 0.13 0.27 0.42 0.56 0.70 0.84 0.98 1.11 1.25 1.39 1.52 1.65 1.78 1.91 2.04 2.17 2.30 2.42 2.55 2.67 2.79 2.92 3.04 3.16 3.27 3.39 3.51 3.62 3.73 3.85 3.96 4.07 4.18 4.29 4.39 4.50 4.60 4.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.92 0.89 0.85 0.82 0.79 0.76 0.73 0.71 0.68 0.66 0.64 0.62 Phi*Vc (k) 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 Comment PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc < Vu 5.34 PhiVc/2 < Vu <= 5.34 PhNc/2 < Vu <= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhNc/2 < Vu <= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhNc/2 <Vu<= 5.34 PhNc/2 < Vu <= 5.34 5.34 5.34 PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 <Vu<= 5.34 PhNc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 < Vu <= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 <Vu<= 5.34 PhiVc/2 < Vu <= 5.30 PhiVc/2 < Vu <= 5.25 PhiVc/2 < Vu <= 5.21 PhiVc/2 <Vu<= 5.17 PhiVc/2 <Vu<= 5.14 PhNc/2 <Vu<= 5.10 PhiVc/2 <Vu<= 5.07 5.04 5.01 4.98 4.95 4.93 4.91 PhNc/2 <Vu<= PhiVc/2 <Vu<= PhNc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhNc/2 <Vu<= PhN c/2 < Vu <= Phi*Vs (k) 0.7460 0.7041 0.6621 0.6201 0.5781 0.5362 0.4942 0.4522 0.4103 0.3683 0.3263 0.2843 0.2424 0.2004 0.1584 0.1165 0.07449 0.03252 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 IViin 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi*Vn Spacing (in) (k) Req'd Suggest 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.7 4.5 4.0 12.7 4.5 4.0 12.6 4.5 4.0 12.6 4.5 4.0 12.6 4.5 4.0 12.5 4.5 4.0 12.5 12.5 12.4 12.4 4.5 4.5 4.5 4.5 Min11.4.5 12.4 4.5 Min 11.4.P,age ~4.~f 15(fl.5 Min 11.4.5 12.3 4.5 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Description : CB-1 Detailed Shear Information Load Combination +l .20D+1.60Lr:.0~B0W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+-0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +O .SOW + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW + 1.200+ 1.60Lr+0.80W Span Number Distance 'd' (fl) (in) 3.57 9.00 3.60 9.00 3.63 9.00 3.65 9.00 3.68 9.00 3.71 9.00 3.73 9.00 3.76 9.00 3.79 9.00 3.81 9.00 3.84 3.87 3.89 3.92 3.95 3.97 4.00 4.03 4.05 4.08 4.11 4.13 4.16 4.19 4.21 4.24 4.27 4.29 4.32 4.35 4.37 4.40 4.43 4.45 4.48 4.51 4.53 4.56 4.59 4.61 4.64 4.67 4.69 4.72 4.75 4.77 4.80 4.83 4.85 4.88 4.91 4.93 4.96 4.99 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 Vu (k) Actual Design 3.82 3.82 3.78 3.78 3.74 3.74 3.69 3.69 3.65 3.65 3.61 3.61 3.57 3.57 3.53 3.53 3.48 3.48 3.44 3.44 3.40 3.36 3.32 3.27 3.23 3.19 3.15 3.11 3.06 3.02 2.98 2.94 2.90 2.85 2.81 2.77 2.73 2.69 2.64 2.60 2.56 2.52 2.48 2.43 2.39 2.35 2.31 2.27 2.22 2.18 2.14 2.10 2.06 2.01 1.97 1.93 1.89 1.85 1.80 1.76 1.72 1.68 1.64 1.59 3.40 3.36 3.32 3.27 3.23 3.19 3.15 3.11 3.06 3.02 2.98 2.94 2.90 2.85 2.81 2.77 2.73 2.69 2.64 2.60 2.56 2.52 2.48 2.43 2.39 2.35 2.31 2.27 2.22 2.18 2.14 2.10 2.06 2.01 1.97 1.93 1.89 1.85 1.80 1.76 1.72 1.68 1.64 1.59 Mu (k-ft) 4.81 4.91 5.01 5.11 5.21 5.30 5.40 5.49 5.59 5.68 5.77 5.86 5.95 6.04 6.13 6.21 6.30 6.38 6.46 6.54 6.62 6.70 6.78 6.86 6.93 7.01 7.08 7.15 7.22 7.29 7.36 7.43 7.50 7.56 7.63 7.69 7.75 7.81 7.87 7.93 7.99 8.04 8.10 8.15 8.21 8.26 8.31 8.36 8.41 8.46 8.50 8.55 8.59 8.64 ~ijQ}qp_!ii_. ~ff3f4ii:i;,:1\cACLUL.;1\models1Enercatc\HuuON;;4.EC6. v,>'·" <KZ,ENERPALC, INC. 1983"2013'., Buikl:6.'13,8.3.f Ver:6.13.8.31 d*Vu/Mu Phi*Vc Comment (k) -- - - 0.60 4.88 PhiVc/2 < Vu <= 0.58 4.86 PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 0.56 4.84 0.54 4.82 0.53 4.81 0.51 4.79 0.50 4.77 0.48 4.76 0.47 4.74 0.45 4.73 0.44 0.43 0.42 0.41 0.40 0.39 0.37 0.37 0.36 0.35 0.34 0.33 0.32 0.31 0.30 0.30 0.29 0.28 0.27 0.27 0.26 0.25 0.25 0.24 0.24 0.23 0.22 0.22 0.21 0.21 0.20 0.20 0.19 0.19 0.18 0.18 0.17 0.17 0.16 0.16 0.15 0.15 0.14 0.14 4.71 PhiVc/2 <Vu<= 4.70 PhNc/2 < Vu <= 4.68 PhiVc/2 <Vu<= 4.67 PhiVc/2 <Vu<= 4.66 PhiVc/2 <Vu<= 4.65 PhiVc/2 <Vu<= 4.64 PhiVc/2 <Vu<= 4.63 PhiVc/2 < Vu <= 4.61 PhiVc/2 <Vu<= 4.60 PhiVc/2 < Vu <= 4.59 PhiVc/2 < Vu <= 4.58 PhiVc/2 < Vu <= 4.58 PhiVc/2 < Vu <= 4.57 PhiVc/2 <Vu<= 4.56 PhiVc/2 <Vu<= 4.55 PhiVc/2 <Vu<= 4.54 PhiVc/2 <Vu<= 4.53 PhiVc/2 < Vu <= 4.52 PhiVc/2 <Vu<= 4.52 PhiVc/2 <Vu<= 4.51 PhiVc/2 < Vu <= 4.50 PhiVc/2 < Vu <= 4.49 PhiVc/2 <Vu<= 4.49 PhiVc/2 <Vu<= 4.48 PhiVc/2 <Vu<= 4.47 PhiVc/2 <Vu<= 4.47 PhiVc/2 < Vu <= 4.46 PhiVc/2 <Vu<= 4.45 Vu< PhiVc/2 4.45 Vu< PhiVc/2 4.44 Vu< PhiVc/2 4.43 Vu< PhiVc/2 4.43 Vu < PhiVc/2 4.42 Vu< PhiVc/2 4.42 Vu < PhiVc/2 4.41 Vu< PhiVc/2 4.41 Vu< PhiVc/2 4.40 Vu< PhiVc/2 4.40 Vu< PhiVc/2 4.39 Vu < PhiVc/2 4.39 Vu< PhiVc/2 4.38 Vu< PhiVc/2 4.38 Vu< PhiVc/2 4.37 Vu < PhiVc/2 -. . Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Phi*Vn Spacing (in) (k) Req'd Suggest 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.0 4.5 4.0 12.0 4.5 4.0 12.0 4.5 4.0 12.0 4.5 4.0 12.0 4.5 12.0 4.5 12.0 4.5 12.0 4.5 12.0 4.5 12.0 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 11.9 4.5 4.5 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 4.4 0.0 Not Reqd 4.4 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 4.4 0.0 Not Reqd 4.4 0.0 Not ReQ<f>age B~·it 15gl.O Not Reqd 4.4 0.0 - ... • .. ... • • " Ill .. .. • • I • • I ·- - ··- Description : CB-1 Detailed .Shear Information Load Combination +1.20D+f.60Lr..0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1. 60Lr +0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 5.01 9.00 5.04 9.00 5.07 9.00 5.09 9.00 5.12 9.00 5.15 9.00 5.17 9.00 5.20 5.23 5.25 5.28 5.31 5.33 5.36 5.39 5.41 5.44 5.47 5.49 5.52 5.55 5.57 5.60 5.63 5.65 5.68 5.71 5.73 5.76 5.79 5.81 5.84 5.87 5.89 5.92 5.95 5.97 6.00 6.03 6.05 6.08 6.11 6.13 6.16 6.19 6.21 6.24 6.27 6.29 6.32 6.35 6.37 6.40 6.43 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 Vu (k) Actual Design 1.55 1.55 1.51 1.51 1.47 1.47 1.43 1.43 1.39 1.39 1.34 1.34 1.30 1.30 1.26 1.22 1.18 1.13 1.09 1.05 1.01 0.97 0.92 0.88 0.84 0.80 0.76 0.71 0.67 0.63 0.59 0.55 0.50 0.46 0.42 0.38 0.34 0.29 0.25 0.21 0.17 0.13 0.08 0.04 -0.00 -0.04 -0.08 -0.13 -0.17 -0.21 -0.25 -0.29 -0.34 -0.38 -0.42 -0.46 -0.50 -0.55 -0.59 -0.63 -0.67 1.26 1.22 1.18 1.13 1.09 1.05 1.01 0.97 0.92 0.88 0.84 0.80 0.76 0.71 0.67 0.63 0.59 0.55 0.50 0.46 0.42 0.38 0.34 0.29 0.25 0.21 0.17 0.13 0.08 0.04 0.00 0.04 0.08 0.13 0.17 0.21 0.25 0.29 0.34 0.38 0.42 0.46 0.50 0.55 0.59 0.63 0.67 Fite-,, C:\Users\Kurt\Dropbox\1i140P'."1\(:.e.Gt,.lll ~1'rnoilets\Enercalc\HlftTolt:A,Ey6 • 1 ENE11CALC, INC.1983-2013, Biilld:6;13.8;3t Yd1~.J!,~1 Mu d'Vu/Mu (k-ft) 8.68 0.13 8.72 0.13 8.76 0.13 8.80 0.12 8.83 0.12 8.87 0.11 8.91 0.11 8.94 8.97 9.00 9.04 9.07 9.09 9.12 9.15 9.17 9.20 9.22 9.24 9.26 9.28 9.30 9.32 9.33 9.35 9.36 9.38 9.39 9.40 9.41 9.42 9.42 9.43 9.43 9.44 9.44 9.44 9.44 9.44 9.44 9.44 9.43 9.43 9.42 9.42 9.41 9.40 9.39 9.38 9.36 9.35 9.33 9.32 9.30 0.11 0.10 0.10 0.09 0.09 0.09 0.08 0.08 0.08 0.07 O.Q7 0.06 0.06 0.06 0.05 0.05 0.05 0.04 0.04 0.04 0.03 0.03 0.03 0.02 0.02 0.02 0.0, 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 0.04 0.04 0.04 0.05 0.05 0.05 Phi*Vc (k) 4.37 4.36 4.36 4.35 4.35 4.34 4.34 4.33 4.33 4.32 4.32 4.32 4.31 4.31 4.30 4.30 4.30 4.29 4.29 4.28 4.28 4.28 4.27 4.27 4.26 4.26 4.26 4.25 4.25 4.24 4.24 4.24 4.23 4.23 4.23 4.22 4.22 4.21 4.22 4.22 4.23 4.23 4.23 4.24 4.24 4.24 4.25 4.25 4.26 4.26 4.26 4.27 4.27 4.28 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Phi'Vs (k) NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Phi*Vn Spacing (in) (k) Req'd Suggest 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 4.3 4.3 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.0 4.2 4.2 4.3 4.3 4.3 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 4.3 0.0 Not Req(f>age 8~-M 15s).O Not Reqd 4.3 0.0 0.0 0.0 0.0 0.0 Description : CB-1 Detailed Shear Information Load Combination +f.200+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr.0.80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{) .BOW + 1.20D+ 1.60Lr-l{) .BOW +1.20D+1.60Lr-l{).80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W + 1.20D+ 1.60Lr-l{).80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr-l{).80W +1.20D+1.60Lr-l{).80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr-l{).80W Span Number - Distance 'cf Vu (k) (ft) (in} Actual -0.71 6.45 9.00 6.48 9.00 -0.76 6.51 9.00 -0.80 6.53 9.00 -0.84 6.56 9.00 -0.88 6.59 9.00 -0.92 6.61 9.00 -0.97 6.64 9.00 -1.01 6.67 9.00 -1.05 6.69 9.00 -1.09 6.72 9.00 -1.13 6.75 9.00 -1.18 6.77 9.00 -1.22 6.80 9.00 -1.26 6.83 9.00 -1.30 6.85 9.00 -1.34 6.88 9.00 -1.39 6.91 9.00 -1.43 6.93 9.00 -1.47 6.96 6.99 7.01 7.04 7.07 7.09 7.12 7.15 7.17 7.20 7.23 7.25 7.28 7.31 7.33 7.36 7.39 7.41 7.44 7.47 7.49 7.52 7.55 7.57 7.60 7.63 7.65 7.68 7.71 7.73 7.76 7.79 7.81 7.84 7.87 9.00 -1.51 9.00 -1.55 9.00 -1.59 9.00 -1.64 9.00 -1.68 9.00 -1.72 9.00 -1.76 9.00 -1.80 9.00 -1.85 9.00 -1.89 9.00 -1.93 9.00 -1.97 9.00 -2.01 9.00 -2.06 9.00 -2.10 9.00 -2.14 9.00 -2.18 9.00 -2.22 9.00 -2.27 9.00 -2.31 9.00 -2.35 9.00 -2.39 9.00 -2.43 9.00 -2.48 9.00 -2.52 9.00 -2.56 9.00 -2.60 9.00 -2.64 9.00 -2.69 9.00 9.00 9.00 9.00 9.00 9.00 -2.73 -2.77 -2.81 -2.85 -2.90 -2.94 Design 0.71 0.76 0.80 0.84 0.88 0.92 0.97 1.01 1.05 1.09 1.13 1.18 1.22 1.26 1.30 1.34 1.39 1.43 1.47 1.51 1.55 1.59 1.64 1.68 1.72 1.76 1.80 1.85 1.89 1.93 1.97 2.01 2.06 2.10 2.14 2.18 2.22 2.27 2.31 2.35 2.39 2.43 2.48 2.52 2.56 2.60 2.64 2.69 2.73 2.77 2.81 2.85 2.90 2.94 Mu d*Vu/Mu (k-ft} 9.28 0.06 9.26 0.06 9.24 0.06 9.22 0.07 9.20 0.07 9.17 0.08 9.15 0.08 9.12 0.08 9.09 0.09 9.07 0.09 9.04 0.09 9.00 0.10 8.97 0.10 8.94 0.11 8.91 0.11 8.87 0.11 8.83 0.12 8.80 0.12 8.76 0.13 Phi*Vc (k) 4.28 4.28 4.29 4.29 4.30 4.30 4.30 4.31 4.31 4.32 4.32 4.32 4.33 4.33 4.34 4.34 4.35 4.35 4.36 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 8.72 0.13 4.36 Vu< PhiVc/2 8.68 0.13 4.37 Vu< PhiVc/2 8.64 0.14 4.37 Vu < PhiVc/2 8.59 0.14 4.38 Vu < PhiVc/2 8.55 0.15 4.38 Vu< PhiVc/2 8.50 0.15 4.39 Vu< PhiVc/2 8.46 0.16 4.39 Vu< PhiVc/2 8.41 0.16 4.40 Vu< PhiVc/2 8.36 0.17 4.40 Vu< PhiVc/2 8.31 0.17 4.41 Vu< PhiVc/2 8.26 0.18 4.41 Vu< PhNc/2 8.21 0.18 4.42 Vu< PhiVc/2 8.15 0.19 4.42 Vu< PhiVc/2 8.10 0.19 4.43 Vu< PhiVc/2 8.04 0.20 4.43 Vu< PhiVc/2 7.99 0.20 4.44 Vu < PhiVc/2 7.93 0.21 4.45 Vu < PhiVc/2 7.87 0.21 4.45 Vu < PhiVc/2 7.81 0.22 4.46 PhiVc/2 <Vu<= 7.75 0.22 4.47 PhiVc/2 <Vu<= 7.69 0.23 4.47 PhiVc/2 <Vu<= 7.63 0.24 4.48 PhiVc/2 <Vu<= 7.56 0.24 4.49 PhiVc/2 <Vu<= 7.50 0.25 4.49 PhiVc/2 <Vu<= 7 .43 0.25 4.50 PhiVc/2 < Vu <= 7.36 0.26 4.51 PhNc/2 <Vu<= 7.29 0.27 4.52 PhiVc/2 <Vu<= 7.22 0.27 4.52 PhiVc/2 <Vu<= 7.15 0.28 4.53 PhiVc/2 <Vu<= 7.08 7.01 6.93 6.86 6.78 6.70 0.29 0.30 0.30 0.31 0.32 0.33 4.54 4.55 4.56 4.57 4.58 4.58 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs (k) Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi*Vn Spacing (in) (k} Req'd Suggest 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.3 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.4 0.0 0.0 4.5 0.0 0.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 11.9 4.5 4.0 12.0 4.5 4.0 12.0 12.0 4.5 4.0 4.5 Min 11.4.5 12.0 4.5 4.0 4.0 4.0 4.0 4.0 Min 11.4.5 12.0 4.5 Min 11.4.fi>age ~1-~f 15~.5 Min 11.4.5 12.0 4.5 ..... • ' I I I I • .. • • • '""' - - - Concrete Beam Description : CB-1 Detailed Shear Information Load Combination +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W +1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0. BOW +1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-,-0.80W +1.20D+ 1.60Lr-,-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-,-0.80W + 1.20D+ 1. 60Lr-t{) .SOW +1.20D+1.60Lr-,-0.80W +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-O .SOW + 1.20D+ 1.60Lr-t-0 .SOW +1.20D+1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-O .SOW +1.20D+ 1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-0.80W +1.20D+ 1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+ 1.60Lr-t-0.80W + 1.20D+ 1.60Lr-t-O .SOW Span Number Distance 'd' (ft) (in) 7.89 9.00 7.92 9.00 7.95 7.97 8.00 8.03 8.05 8.08 8.11 8.13 8.16 8.19 8.21 8.24 8.27 8.29 8.32 8.35 8.37 8.40 8.43 8.45 8.48 8.51 8.53 8.56 8.59 8.61 8.64 8.67 8.69 8.72 8.75 8.77 8.80 8.83 8.85 8.88 8.91 8.93 8.96 8.99 9.01 9.04 9.07 9.09 9.12 9.15 9.17 9.20 9.23 9.25 9.28 9.31 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 Vu (k) Actual Design -2.98 2.98 -3.02 3.02 -3.06 -3.11 -3.15 -3.19 -3.23 -3.27 -3.32 -3.36 -3.40 -3.44 -3.48 -3.53 -3.57 -3.61 -3.65 -3.69 -3.74 -3.78 -3.82 -3.86 -3.90 -3.95 -3.99 -4.03 -4.07 -4.11 -4.16 -4.20 -4.24 -4.28 -4.32 -4.36 -4.41 -4.45 -4.49 -4.53 -4.57 -4.62 -4.66 -4.70 -4.74 -4.78 -4.83 -4.87 -4.91 -4.95 -4.99 -5.04 -5.08 -5.12 -5.16 -5.20 3.06 3.11 3.15 3.19 3.23 3.27 3.32 3.36 3.40 3.44 3.48 3.53 3.57 3.61 3.65 3.69 3.74 3.78 3.82 3.86 3.90 3.95 3.99 4.03 4.07 4.11 4.16 4.20 4.24 4.28 4.32 4.36 4.41 4.45 4.49 4.53 4.57 4.62 4.66 4.70 4.74 4.78 4.83 4.87 4.91 4.95 4.99 5.04 5.08 5.12 5.16 5.20 File= C:1Userslkur00tophoi11:i:140P~11.CACLllG11mode!S\Enercaic1iiun6N--(Ec6 . ~RCALC, INC. 198:i::21113, tl!lild:6.13,8.31, Ver:6; 13.8.31 Mu d*Vu/Mu (k-ft) 6.62 0.34 6.54 0.35 6.46 6.38 6.30 6.21 6.13 6.04 5.95 5.86 5.77 5.68 5.59 5.49 5.40 5.30 5.21 5.11 5.01 4.91 4.81 4.71 4.60 4.50 4.39 4.29 4.18 4.07 3.96 3.85 3.73 3.62 3.51 3.39 3.27 3.16 3.04 2.92 2.79 2.67 2.55 2.42 2.30 2.17 2.04 1.91 1.78 1.65 1.52 1.39 1.25 1.11 0.98 0.84 0.36 0.37 0.37 0.39 0.40 0.41 0.42 0.43 0.44 0.45 0.47 0.48 0.50 0.51 0.53 0.54 0.56 0.58 0.60 0.62 0.64 0.66 0.68 0.71 0.73 0.76 0.79 0.82 0.85 0.89 0.92 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi*Vc (k) 4.59 4.60 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= 4.61 PhiVc/2 <Vu<= 4.63 PhiVc/2 < Vu <= 4.64 PhiVc/2 < Vu <= 4.65 PhiVc/2 < Vu <= 4.66 PhiVc/2 <Vu<= 4.67 PhiVc/2 <Vu<= 4.68 PhiVc/2 <Vu<= 4.70 PhiVc/2 <Vu<= 4.71 PhiVc/2 <Vu<= 4.73 PhiVc/2 <Vu<= 4.74 PhiVc/2 <Vu<= 4.76 PhiVc/2 <Vu<= 4.77 PhiVc/2 <Vu<= 4.79 PhiVc/2 <Vu<= 4.81 PhiVc/2 <Vu<= 4.82 PhiVc/2 < Vu <= 4.84 PhiVc/2 <Vu<= 4.86 PhiVc/2 <Vu<= 4.88 PhiVc/2 <Vu<= 4.91 PhiVc/2 <Vu<= 4.93 PhiVc/2 <Vu<= 4.95 PhiVc/2 < Vu <= 4.98 PhiVc/2 <Vu<= 5.01 PhiVc/2 <Vu<= 5.04 PhiVc/2 <Vu<= 5.07 PhiVc/2 <Vu<= 5.10 PhiVc/2 <Vu<= 5.14 PhiVc/2 < Vu <= 5.17 PhiVc/2 <Vu<= 5.21 PhiVc/2 <Vu<= 5.25 PhiVc/2 <Vu<= 5.30 PhNc/2 <Vu<= 5.34 PhiVc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhNc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhNc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhNc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhiVc/2 < Vu <= 5.34 PhNc/2 < Vu <= 5.34 5.34 5.34 5.34 5.34 5.34 5.34 PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi*Vn Spacing (in) (k) Req'd Suggest 12.0 4.5 4.0 12.0 4.5 4.0 12.0 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.2 12.2 12.2 12.2 12.2 12.2 12.2 12.3 12.3 12.3 12.3 12.4 12.4 12.4 12.4 12.5 12.5 12.5 12.6 12.6 12.6 12.7 12.7 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.5 4.5 4.5 Min 11.4.5 12.8 4.5 Min 11.4.P,age ~g.@)f 15gl.S Min 11.4.5 12.8 4.5 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Description : CB-1 Detailed Shear Information Load Combination + 1.20D+ 1.60Lr-+-0.80W +1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' Vu (k) (ft) (in) Actual Design - - - - ---- 9.33 9.00 -5.25 5.25 9.36 9.00 -5.29 5.29 9.39 9.00 -5.33 5.33 9.41 9.44 9.47 9.49 9.52 9.55 9.57 9.60 9.63 9.65 9.68 9.71 9.73 9.76 9.79 9.81 9.84 9.87 9.89 9.92 9.95 9.97 10.00 10.03 10.05 10.08 10.11 10.13 10.16 10.19 10.21 10.24 10.27 10.29 10.32 10.35 10.37 10.40 10.43 10.45 10.48 10.51 10.53 10.56 10.59 10.61 10.64 10.67 10.69 10.72 10.75 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 -5.37 -5.41 -5.46 -5.50 -5.54 -5.58 -5.62 -5.67 -5.71 -5.75 -5.79 -5.83 -5.88 -5.92 -5.96 -6.00 -6.04 -6.09 -6.13 -6.17 -6.21 -6.25 -6.30 -6.34 -6.38 -6.42 -6.46 -6.51 -6.55 -6.59 -6.63 -6.67 -6.72 -6.76 -6.80 -6.84 -6.88 -6.93 -6.97 -7.01 -7.05 -7.09 -7.14 -7.18 -7.22 -7.26 -7.30 -7.34 -7.39 -7.43 -7.47 5.37 5.41 5.46 5.50 5.54 5.58 5.62 5.67 5.71 5.75 5.79 5.83 5.88 5.92 5.96 6.00 6.04 6.09 6.13 6.17 6.21 6.25 6.30 6.34 6.38 6.42 6.46 6.51 6.55 6.59 6.63 6.67 6.72 6.76 6.80 6.84 6.88 6.93 6.97 7.01 7.05 7.09 7.14 7.18 7.22 7.26 7.30 7.34 7.39 7.43 7.47 Mu d'Vu/Mu (k-ft) 0.70 1.00 0.56 1.00 0.42 1.00 0.27 1.00 0.13 1.00 0.01 1.00 0.16 1.00 0.31 1.00 0.46 1.00 0.60 1.00 0.76 1.00 0.91 1.00 1.06 1.00 1.21 1.00 1.37 1.00 1.52 1.00 1.68 1.00 1.84 1.00 2.00 1.00 2.16 1.00 2.32 1.00 2.49 1.00 2.65 1.00 2.81 1.00 2.98 1.00 3.15 3.32 3.49 3.66 3.83 4.00 4.18 4.35 4.53 4.70 4.88 5.06 5.24 5.42 5.61 5.79 5.98 6.16 6.35 6.54 6.73 6.92 7.11 7.31 7.50 7.69 7.89 8.09 8.29 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.95 0.92 0.90 0.87 0.85 0.83 0.81 0.80 0.78 0.76 0.75 0.73 0.72 0.70 0.69 0.68 Phi'Vc (k) 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.34 5.31 5.28 5.25 5.22 5.20 5.17 5.15 5.13 5.11 5.09 5.07 5.05 5.04 5.02 5.00 4.99 4.98 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu Phi*Vs Phi'Vn Spacing (in) (k) (k) Req'd Suggest Min 11.4.5 Min 11.4.5 Min 11.4.5 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 0.03252 0.07449 0.1165 0.1584 0.2004 0.2424 0.2843 0.3263 0.3683 0.4103 0.4522 0.4942 0.5362 0.5781 0.6201 0.6621 0.7041 0.7460 0.7880 0.830 0.8719 0.9139 0.9559 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 4.0 12.8 4.5 0.9978 12.8 4.5 1.040 12.8 4.5 1.082 12.8 4.5 1.124 12.8 4.5 1.166 12.8 4.5 1.208 12.8 4.5 1.250 12.8 4.5 1.292 12.8 4.5 1.334 12.8 4.5 1.376 12.8 4.5 1.418 12.8 4.5 1.490 12.7 4.5 1.562 12.7 4.5 1.633 12.7 4.5 1.702 12.6 4.5 1.769 12.6 4.5 1.835 12.6 4.5 1.90 12.6 4.5 1.963 12.6 4.5 2.026 12.5 4.5 2.087 12.5 4.5 2.148 12.5 4.5 2.208 12.5 4.5 2.267 12.5 4.5 2.325 12.4 4.5 2.382 12.4 4.5 2.439 Page ~~-~f 1 s!fl.5 2.495 12.4 4.5 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ..... .... • • • II I I I • • • II • • ------· -- - - -- - Description : CB-1 Detailed Shear Information Load Combination + 1.20D+1.60Lr-i-0.80W +1.ZOD+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr +0.80W + 1.20D+1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr +0.80W + 1.200+ 1.60Lr +D .SOW + 1.20D+1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W + 1.20D+1.60Lr +D.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+D.80W +1.200+1.60Lr+D.80W + 1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W + 1.200+1.60Lr +0.80W +1.200+1.60lr+0.80W +1.200+1.60lr+0.80W + 1.20D+1.60Lr +0.80W + 1.200+ 1.60lr +O. SOW + 1.200+ 1.60Lr +D .SOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W Span Number File ~.c:1useii.1KU@mpbox\13140P"1\CACLUL Distance 'd' Vu (k) Mu d*Vu/Mu (ft) (in) Actual Design (k-fl) 10.77 9.00 -7.51 7.51 8.49 0.66 10.80 9.00 -7.55 7.55 8.69 0.65 10.83 9.00 -7.60 7.60 8.89 0.64 10.85 9.00 -7.64 7.64 9.09 0.63 10.88 9.00 -7.68 7.68 9.30 0.62 10.91 10.93 10.96 10.99 11.01 11.04 11.07 11.09 11.12 11.15 11.17 11.20 11.23 11.25 11.28 11.31 11.33 11.36 11.39 11.41 11.44 11.47 11.49 11.52 11.55 11.57 11.60 11.63 11.65 11.68 11.71 11.73 11.76 11.79 11.81 11.84 11.87 11.89 11.92 11.95 11.97 12.00 9.00 9.00 9.00 -7.72 -7.76 -7.81 9.00 -7.85 9.00 -7.89 9.00 -7.93 9.00 -7.97 9.00 -8.02 9.00 -8.06 9.00 -8.10 9.00 -8.14 9.00 -8.18 9.00 -8.23 9.00 -8.27 9.00 -8.31 9.00 -8.35 9.00 -8.39 9.00 -8.44 9.00 -8.48 9.00 -8.52 9.00 -8.56 9.00 -8.60 9.00 -8.65 9.00 -8.69 9.00 -8.73 9.00 -8.77 9.00 -8.81 9.00 -8.86 9.00 -8.90 9.00 -8.94 9.00 -8.98 9.00 -9.02 9.00 -9.07 9.00 -9.11 9.00 -9.15 9.00 -9.19 9.00 -9.23 9.00 -9.28 9.00 -9.32 9.00 -9.36 9.00 -9.40 9.00 -9.44 7.72 7.76 7.81 9.50 9.71 9.92 7.85 10.13 7.89 10.34 7.93 10.55 7.97 10.76 8.02 10.97 8.06 11.19 8.10 11.40 8.14 11.62 8.18 11.84 8.23 12.05 8.27 12.27 8.31 12.50 8.35 12.72 8.39 12.94 8.44 13.17 8.48 13.39 8.52 13.62 8.56 13.85 8.60 14.07 8.65 14.30 8.69 14.54 8.73 14.77 8.77 15.00 8.81 15.24 8.86 15.47 8.90 15.71 8.94 15.95 8.98 16.18 9.02 16.42 9.07 16.67 9.11 16.91 9.15 17.15 9.19 17.40 9.23 17.64 9.28 17.89 9.32 18.14 9.36 18.39 9.40 18.64 9.44 18.89 0.61 0.60 0.59 0.58 0.57 0.56 0.56 0.55 0.54 0.53 0.53 0.52 0.51 0.51 0.50 0.49 0.49 0.48 0.47 0.47 0.46 0.46 0.45 0.45 0.44 0.44 0.43 0.43 0.42 0.42 0.42 0.41 0.41 0.40 0.40 0.40 0.39 0.39 0.39 0.38 0.38 0.38 Phi*Vc (k) 4.96 4.95 4.94 4.92 4.91 4.90 4.89 4.88 4.87 4.86 4.85 4.84 4.83 4.82 4.81 4.81 4.80 4.79 4.78 4.78 4.77 4.76 4.76 4.75 4.74 4.74 4.73 4.72 4.72 4.71 4.71 4.70 4.70 4.69 4.69 4.68 4.68 4.67 4.67 4.66 4.66 4.66 4.65 4.65 4.64 4.64 4.64 . ENERCALC.lNQ. Comment PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu Phi*Vs (k) 2.551 2.606 2.661 2.715 2.769 2.822 2.875 2.928 2.980 3.032 3.083 3.134 3.185 3.236 3.286 3.336 3.386 3.436 3.485 3.534 3.583 3.632 3.681 3.729 3.777 3.826 3.873 3.921 3.969 4.016 4.064 4.111 4.158 4.205 4.252 4.299 4.345 4.392 4.438 4.485 4.531 4.577 4.623 4.669 4.715 4.761 4.807 Phi*Vn Spacing (in) (k) Req'd Suggest ------------ 12.4 4.5 4.0 12.4 4.5 4.0 12.4 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 12.3 12.3 4.5 4.0 4.5 4.0 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.3 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.2 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 12.1 4.5 4.0 Page 90 of 159 -------~-·---···· Description : CB-3 ; ¢,(JDIREF:E~N,CES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : IBC 2009 Matefi~.Pr:op&rties fc = fr = fc 112 • 7 .50 3.0 ksi 410.792 psi 145.0 pct 1.0 <I> Phi Values Flexure: 0.90 Shear: 0.750 'If Density P, o.850 'A. LtWt Factor Elastic Modulus fy -Main Rebar E -Main Rebar 3,122.0 ksi Fy -Stirrups 60 0 E -Stirrups · ksi st· B s· # 29,000.0 ksi rrrup ar ize = Number of Resisting Legs Per Stirrup = Load Combination IBC 2009 ¢i9i!l~~,:~~nfe>rcing Details Rectangular Section, Width = 6.0 in, Height= 20.0 in Span #1 Reinforcing .... 40.0ksi 29,000.0 ksi # 3 2 D(0.91) Lr(0.21) 6"w X 20" h Span=8.250 ft 6 in 1-#8 at 2.50 in from Top, from O .0 to 8.250 ft in this span 1-#8 at 1.50 in from Bottom, from 0.0 to 8.250 ft in this span AJ>,fflil1:oic1$ :, • Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.910, Lr= 0.210 k/ft, Tributary Width= 1.0 ft . ·,· ...• ''$t.JM, •. · RV DE~QH.,,,N.6'# . Maximum Bending Stress Ratio Section used for this span Mu: Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Verfital'Rea~ns • Unfactored ___ _ Load Combination Overall MAXimum .. -- D Only Lr Only D4..r Support 1 10.237 8.504 1.733 10.237 0.921: 1 Typical Section -53.531 k-ft 58.114 k-ft +1.20D+1.60Lr+0.50L 0.000ft Span# 1 Support 2 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Shear Stin:up Requirements Between 0.00 to 5.19 ft, PhiVc/2 <Vu<= PhiVc, Req'd Vs= Min 11.4.5\ usestirru-ps spaced at 8.000 in Between 5.21 to 8.23 ft, Vu < PhiVc/2, Req'd Vs = Not Reqd, use stirrups spaced at 0.000 in Maximun:rforces & Stresses for Load Combinations Bending Stress Results ( k~ft) Load Combination Segment Length Span # MAXirr11.1m BENDING Envelope Span# 1 +1.40D Location (ft) in Span 8.250 ----- - - -Mu: Max Phi*Mnx Stress Ratio -53.53 58.11 0.92 Desi nOK 0.052 in Ratio= 0.000 in Ratio= 0.223 in Ratio = 0.000 in Ratio= 3774 0<360 888 999<180 Page 91 of 159 .. • .. .. • .. • .. • l Concrete Beam (, ' --. .-, Description : CB-3 Load Combination Location (ft) .. _ B_elldi~g_Stress_Results ( k-ft) Segment Length Span# in Span Mu: Max Phi*Mnx Stress Ratio Span# 1 1 8.250 49.11-58.11 0.85 +1.20D+0.50Lr+1.60L +1.60H Span# 1 8.250 -45.67 58.11 0.79 '* +1.20D+1.60L +0.50S+1.60H Span# 1 8.250 -42.10 58.11 0.72 +1.20D+1.60Lr+0.50L Span# 1 8.250 -53.53 58.11 0.92 +1.20D+1.60Lr+0.80W Span# 1 8.250 -53.53 58.11 0.92 +1.20D+0.50L +1.60S Span# 1 8.250 -42.10 58.11 0.72 + 1.20D+ 1.60S+0.80W Span# 1 8.250 -42.10 58.11 0.72 + 1.20D+0.50Lr+0.50L +1.60W Span# 1 8.250 -45.67 58.11 0.79 +1.20D+0.50L+0.50S+1.60W Span# 1 8.250 -42.10 58.11 0.72 -+ 1.40D+0.50L +0.20S+E Span# 1 8.250 -49.11 58.11 0.85 +1.40D+0.50L +0.20S-1.0E -Span# 1 8.250 -49.11 58.11 0.85 +0.90D+1.60W+1.60H """'' Span# 1 8.250 -31.57 58.11 0.54 +0.70D+E+1.60H Span# 1 8.250 -24.56 58.11 0.42 +0.70D-1.0E+1.60H Span# 1 1 8.250 -24.56 58.11 0.42 l,,111>,,ii Overall Maximum Deflection$ • Unfactored Loads_ _ _____ load Combination Span Max. "-"Dell Location in Span Load Combination Max."+" Dell Location in Span D-+lr .. -· ---- -------·8.25b 0.0000 0.000. 1 0.2226 Detailed Shear Information ~ . ··-····"··--=-·-- Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ f.60Lr +O .BOW 0.00 17.50 12.98 12.98 53.53 0.35 8.72 PhiVc < Vu 4.258 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.02 17.50 12.95 12.95 53.29 0.35 8.72 PhiVc < Vu 4.228 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.04 17.50 12.92 12.92 53.06 0.36 8.72 PhiVc< Vu 4.198 23.2 8.8 8.0 + 1.20D+ 1.60Lr+0.80W 0.06 17.50 12.89 12.89 52.82 0.36 8.72 PhiVc< Vu 4.168 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.07 17.50 12.86 12.86 52.58 0.36 8.72 PhiVc < Vu 4.138 23.2 8.8 8.0 +1.20D+ 1.60Lr+0.80W 0.09 17.50 12.83 12.83 52.35 0.36 8.72 PhiVc < Vu 4.108 23.2 8.8 8.0 + 1.20D+ 1.60Lr+0.80W 0.11 17.50 12.80 12.80 52.11 0.36 8.73 PhiVc< Vu 4.078 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.13 17.50 12.78 12.78 51.88 0.36 8.73 PhiVc < Vu 4.048 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.15 17.50 12.75 12.75 51.64 0.36 8.n PhiVc < Vu 4.018 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.17 17.50 12.72 12.72 51.41 0.36 8.73 PhiVc < Vu 3.988 23.2 8.8 8.0 + 1.200+ 1.60Lr+0.80W 0.18 17.50 12.69 12.69 51.18 0.36 8.73 PhiVc < Vu 3.958 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.20 17.50 12.66 12.66 50.95 0.36 8.73 PhiVc< Vu 3.928 23.2 8.8 8.0 ..... +1.20D+1.60Lr+0.80W 0.22 17.50 12.63 12.63 50.71 0.36 8.73 PhiVc< Vu 3.898 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.24 17.50 12.60 12.60 50.48 0.36 8.73 PhiVc < Vu 3.868 23.2 8.8 8.0 + 1.20D+ 1.60Lr+0.80W 0.26 17.50 12.57 12.57 50.25 0.36 8.74 PhiVc < Vu 3.838 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.28 17.50 12.54 12.54 50.02 0.37 8.74 PhiVc< Vu 3.808 23.2 8.8 8.0 -+1.20D+1.60Lr+0.80W 0.29 17.50 12.52 12.52 49.79 0.37 8.74 PhiVc< Vu 3.778 23.2 8.8 8.0 +1.20D+ 1.60Lr+0.80W 0.31 17.50 12.49 12.49 49.56 0.37 8.74 PhiVc < Vu 3.747 23.2 8.8 8.0 + 1.20D+ 1. 60Lr +O .BOW 0.33 17.50 12.46 12.46 49.33 0.37 8.74 PhiVc< Vu 3.717 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.35 17.50 12.43 12.43 49.11 0.37 8.74 PhiVc < Vu 3.687 23.2 8.8 8.0 -+1.20D+ 1.60Lr+0.80W 0.37 17.50 12.40 12.40 48.88 0.37 8.74 PhiVc < Vu 3.657 23.2 8.8 8.0 + 1.200+ 1.60Lr+0.80W 0.39 17.50 12.37 12.37 48.65 0.37 8.74 PhiVc< Vu 3.627 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.40 17.50 12.34 12.34 48.42 0.37 8.75 PhiVc< Vu 3.597 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.42 17.50 12.31 12.31 48.20 0.37 8.75 PhiVc < Vu 3.567 23.2 8.8 8.0 + 1.20D+ 1.60Lr+0.80W 0.44 17.50 12.29 12.29 47.97 0.37 8.75 PhiVc< Vu 3.537 23.2 8.8 8.0 +1.20D+1.60Lr+0.80W 0.46 17.50 12.26 12.26 47.75 0.37 8.75 PhiVc < Vu 3.507 Page f1.3.0f 159\.8 8.0 + 1.20D+ 1.60Lr+0.80W 0.48 17.50 12.23 12.23 47.52 0.38 8.75 PhiVc < Vu 3.476 23.2 8.8 8.0 Description : CB-3 Detailed Shear Information Load Combination +1.20D+1.60Lr+O.BOW +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+O .BOW +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60lr+0.80W + 1.200+ 1.60lr+O.BOW + 1.20D+ 1.60lr+O.BOW +1.200+1.60lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+ 1.60lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+O.BOW +1.200+ 1.60lr+O.BOW +1.200+1.60Lr+O .BOW +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60lr+0.80W + 1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60lr+O.BOW + 1.200+ 1.60lr+O.BOW +1.200+1.60Lr+O.BOW + 1.200+ 1.60Lr+O .BOW + 1.200+ 1.60Lr+O .SOW + 1.200+ 1.60Lr+O.BOW +1.200+1.60Lr+O.BOW +1.200+1.60lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+O.BOW Span Distance 'd' Number (ft) (in) 0.50 17.50 0.51 17.50 0.53 17.50 0.55 17.50 0.57 17.50 0.59 17.50 0.61 17.50 0.62 17.50 0.64 17.50 0.66 17.50 0.68 17.50 0.70 17.50 0.72 17.50 0.73 17.50 0.75 17.50 0.77 17.50 0.79 17.50 0.81 17.50 0.83 17.50 0.84 17.50 0.86 17.50 0.88 17.50 0.90 17.50 0.92 17.50 0.94 17.50 0.95 17.50 0.97 17.50 0.99 17.50 1.01 17.50 1.03 17.50 1.05 17.50 1.06 17.50 1.08 17.50 1.10 17.50 1.12 17.50 1.14 17.50 1.16 17.50 1.17 17.50 1.19 17.50 1.21 17.50 1.23 17.50 1.25 17.50 1.27 17.50 1.28 17.50 1.30 17.50 1.32 17.50 1.34 17.50 1.36 17.50 1.38 17.50 1.39 17.50 1.41 17.50 1.43 17.50 1.45 17.50 1.47 17.50 Vu (k) Actual Design 12.20 12.20 12.17 12.17 12.14 12.14 12.11 12.11 12.08 12.08 12.05 12.05 12.03 12.03 12.00 12.00 11.97 11.97 11.94 11.94 11.91 11.91 11.88 11.88 11.85 11.85 11.82 11.82 11.79 11.79 Mu (k-ft) 47.30 47.08 46.85 46.63 46.41 46.19 45.97 45.75 45.53 45.31 45.09 44.87 44.65 44.44 44.22 11.77 11.77 44.00 11.74 11.74 43.79 11.71 11.71 43.57 11.68 11.68 43.36 11.65 11.65 43.15 11.62 11.62 42.93 11.59 11.59 42.72 11.56 11.56 42.51 11.54 11.54 42.30 11.51 11.51 42.09 11.48 11.48 41.87 11.45 11.45 41.66 11.42 11.42 41.45 11.39 11.39 41.25 11.36 11.36 41.04 11.33 11.33 40.83 11.30 11.30 40.62 11.28 11.28 40.41 11.25 11.25 40.21 11.22 11.22 11.19 11.19 11.16 11.16 11.13 11.13 11.10 11.10 11.07 11.07 11.05 11.05 11.02 11.02 10.99 10.99 10.96 10.96 10.93 10.93 10.90 10.90 10.87 10.87 10.84 10.84 10.81 10.81 10.79 10.79 10.76 10.76 10.73 10.73 10.70 10.70 10.67 10.67 40.00 39.80 39.59 39.39 39.18 38.98 38.78 38.58 38.37 38.17 37.97 37.77 37.57 37.37 37.17 36.98 36.78 36.58 36.39 36.19 d*Vu/Mu Phi*Vc (k) 0.38 8.75 0.38 8.75 0.38 8.76 0.38 8.76 0.38 8.76 0.38 8.76 0.38 8.76 0.38 8.76 0.38 8.76 0.38 8.76 0.39 8.77 0.39 8.77 0.39 8.77 0.39 8.77 0.39 8.77 0.39 0.39 0.39 0.39 0.39 0.39 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.43 0.43 0.43 0.43 0.43 8.77 8.77 8.78 8.78 8.78 8.78 8.78 8.78 8.78 8.79 8.79 8.79 8.79 8.79 8.79 8.79 8.80 8.80 8.80 8.80 8.80 8.80 8.81 8.81 8.81 8.81 8.81 8.81 8.82 8.82 8.82 8.82 8.82 8.82 8.83 8.83 8.83 8.83 8.83 Comment PhiVc <Vu PhiVc < Vu PhiVc<Vu PhiVc<Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc <Vu PhiVc <Vu PhiVc < Vu PhiVc <Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc <Vu PhiVc <Vu PhiVc< Vu PhiVc<Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc<Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc<Vu PhiVc<Vu PhNc<Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc<Vu PhiVc <Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu Phi'Vs (k) 3.446 3.416 3.386 3.356 3.326 3.295 3.265 3.235 3.205 3.175 3.144 3.114 3.084 3.054 3.023 2.993 2.963 2.933 2.902 2.872 2.842 2.812 2.781 2.751 2.721 2.690 2.660 2.630 2.599 2.569 2.539 2.508 2.478 2.447 Phi*Vn Spacing (in) (k) Req'd Suggest 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 23.2 8.8 8.0 2.417 23.2 8.8 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 2.387 23.2 8.8 2.356 23.2 8.8 2.326 23.2 8.8 2.295 23.2 8.8 2.265 23.2 8.8 2.235 23.2 8.8 2.204 23.2 8.8 2.174 23.3 8.8 2.143 23.3 8.8 2.113 23.3 8.8 2.082 23.3 8.8 2.052 23.3 8.8 2.021 23.3 8.8 1.991 23.3 8.8 1.960 23.3 8.8 1.930 23.3 8.8 1.899 23.3 8.8 1.869 Page ga.M 15gl.8 1.838 23.3 8.8 - Ill • .. .. • II 111111 II • .. "' • • lfl • .. .. • • II .. 1111 • • --------- -·- - --- --- Concrete Beam Description : CB-3 Detailed Shear Information Load Combination +1.200+ 1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+ 1.60Lr-t-0.80W +1.200+ 1.60Lr-t-0.80W + 1.200+ 1.60Lr -t-0 .80W +1.200+1.60Lr-t-0.80W +1.200+ 1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.200+1.60Lr-t-0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-t-0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr-t-0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr-t-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-t-0.80W + 1.200+ 1.60lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-t-0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 1.49 17.50 1.50 17.50 1.52 17.50 1.54 17.50 1.56 17.50 1.58 17.50 1.60 17.50 1.61 17.50 1.63 17.50 1.65 17.50 1.67 17.50 1.69 17.50 1.71 17.50 1.72 17.50 1.74 17.50 1.76 17.50 1.78 17.50 1.80 17.50 1.82 17.50 1.83 17.50 1.85 17.50 1.87 17.50 1.89 17.50 1.91 17.50 1.93 17.50 1.94 17.50 1.96 17.50 1.98 17.50 2.00 17.50 2.02 17.50 2.04 17.50 2.05 17.50 2.07 17.50 2.09 17.50 2.11 17.50 2.13 17.50 2.15 17.50 2.16 17.50 2.18 17.50 2.20 17.50 2.22 17.50 2.24 17.50 2.26 17.50 2.27 17.50 2.29 17.50 2.31 17.50 2.33 17.50 2.35 17.50 2.37 17.50 2.38 17.50 2.40 17.50 2.42 17.50 2.44 17.50 2.46 17.50 ---We: C:\User$\Kurt10roptiox1fa1,iop.:j\CACLUi..~1~aa1e\HutroN~4.EC6 • "' • ENERCALC, INC, 19~.2013, Build;& 13,8.31; Ver.6'.13.$:i.1 Vu (k) Mu d'Vu/Mu Actual Design (k-ft) 10.64 10.64 35.99 0.43 10.61 10.61 35.80 0.43 10.58 10.58 35.61 0.43 10.55 10.55 35.41 0.43 10.53 10.53 35.22 0.44 10.50 10.50 10.47 10.47 10.44 10.44 10.41 10.41 10.38 10.38 10.35 10.35 10.32 10.32 10.30 10.30 10.27 10.27 10.24 10.24 10.21 10.21 10.18 10.18 10.15 10.15 10.12 10.12 10.09 10.09 35.03 34.83 34.64 34.45 34.26 34.07 33.88 33.69 33.50 33.31 33.13 32.94 32.75 32.57 32.38 10.06 10.06 32.20 10.04 10.04 32.01 10.01 10.01 31.83 9.98 9.98 31.65 9.95 9.95 31.46 9.92 9.92 31.28 9.89 9.89 31.10 9.86 9.86 30.92 9.83 9.83 30.74 9.81 9.81 30.56 9.78 9.78 30.38 9.75 9.75 30.20 9.72 9.72 30.02 9.69 9.69 29.84 9.66 9.66 29.67 9.63 9.63 29.49 9.60 9.60 29.31 9.57 9.57 29.14 9.55 9.55 28.96 9.52 9.52 28.79 9.49 9.49 28.61 9.46 9.46 28.44 9.43 9.43 28.27 9.40 9.40 28.09 9.37 9.34 9.31 9.29 9.26 9.23 9.20 9.17 9.14 9.11 9.37 9.34 9.31 9.29 9.26 9.23 9.20 9.17 9.14 9.11 27.92 27.75 27.58 27.41 27.24 27.07 26.90 26.73 26.56 26.40 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.50 0.50 0.50 0.50 0.50 0.50 Phi'Vc (k) 8.83 8.84 8.84 8.84 8.84 8.84 8.84 8.85 8.85 8.85 8.85 8.85 8.86 8.86 8.86 8.86 8.86 8.86 8.87 8.87 8.87 8.87 8.87 8.88 8.88 8.88 8.88 8.88 8.89 8.89 8.89 8.89 8.89 8.90 8.90 8.90 8.90 8.91 8.91 8.91 8.91 8.91 8.92 8.92 8.92 8.92 8.92 8.93 8.93 8.93 8.93 8.94 8.94 8.94 Comment PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc <Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu Phi'Vs (k) 1.807 1.777 1.746 1.716 1.685 1.654 1.624 1.593 1.563 1.532 1.501 1.471 1.440 1.409 1.379 1.348 1.317 1.286 1.256 1.225 1.194 1.163 1.132 1.102 1.071 1.040 1.009 0.9784 0.9475 0.9166 0.8858 0.8549 0.8240 0.7930 0.7621 0.7312 0.7002 0.6692 0.6382 0.6073 0.5762 0.5452 0.5142 0.4831 0.4521 0.4210 0.3899 0.3588 0.3277 0.2966 Phi"Vn Spacing (in) (k) Req'd Suggest 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.3 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 23.4 23.4 23.4 23.4 23.4 8.8 8.8 8.8 8.8 8.8 8.8 0.2654 23.4 8.8 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 0.2342 23.4 8.8 0.2031 Page ~H,t 15g\.8 0.1719 23.4 8.8 Description : CB-3 Detailed Shear Information Load Combination + 1.20b+1.60Lr·+{l:80W + 1.200+ 1.60Lr +O .80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W + 1.200+ 1.60lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+O.BOW + 1.200+ 1.60lr +O .BOW +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+O.BOW +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+O.BOW +1.200+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+1.60lr+0.80W +1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60lr+0.80W + 1.200+ 1.60lr+0.80W + 1.200+ 1.60lr+0.80W + 1.20D+1.60Lr+0.80W + 1.200+ 1.60lr+0.80W + 1.20D+ 1.60lr+0.80W Span Number Distance 'd' (ft) (in) 2.48 17.50 2.49 17.50 2.51 17.50 2.53 17.50 2.55 17.50 2.57 17.50 2.59 17.50 2.60 17.50 2.62 17.50 2.64 17.50 2.66 17.50 2.68 17.50 2.70 17.50 2.71 17.50 2.73 17.50 2.75 17.50 2.77 17.50 2.79 17.50 2.81 17.50 2.82 17.50 2.84 17.50 2.86 2.88 2.90 2.92 2.93 2.95 2.97 2.99 3.01 3.03 3.04 3.06 3.08 3.10 3.12 3.14 3.15 3.17 3.19 3.21 3.23 3.25 3.26 3.28 3.30 3.32 3.34 3.36 3.37 3.39 3.41 3.43 3.45 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 17.50 Vu (k) Actual Design 9.08 9.08 9.06 9.06 9.03 9.03 9.00 9.00 8.97 8.97 8.94 8.94 8.91 8.91 8.88 8.88 8.85 8.85 8.82 8.82 8.80 8.80 8.77 8.77 8.74 8.74 8.71 8.71 8.68 8.68 8.65 8.65 8.62 8.62 8.59 8.59 8.56 8.56 8.54 8.54 8.51 8.51 8.48 8.45 8.42 8.39 8.36 8.33 8.31 8.28 8.25 8.22 8.19 8.16 8.13 8.10 8.07 8.05 8.02 7.99 7.96 7.93 7.90 7.87 7.84 7.82 7.79 7.76 7.73 7.70 7.67 7.64 7.61 7.58 7.56 8.48 8.45 8.42 8.39 8.36 8.33 8.31 8.28 8.25 8.22 8.19 8.16 8.13 8.10 8.07 8.05 8.02 7.99 7.96 7.93 7.90 7.87 7.84 7.82 7.79 7.76 7.73 7.70 7.67 7.64 7.61 7.58 7.56 Mu d*Vu/Mu (k-ft) 26.23 0.51 26.06 0.51 25.90 0.51 25.73 0.51 25.57 0.51 25.40 0.51 25.24 0.51 25.08 0.52 24.91 0.52 24.75 0.52 24.59 0.52 24.43 0.52 24.27 0.53 24.11 0.53 23.95 0.53 23.79 0.53 23.63 0.53 23.48 0.53 23.32 0.54 23.16 0.54 23.01 0.54 22.85 22.69 22.54 22.39 22.23 22.08 21.93 21.77 21.62 21.47 21.32 21.17 21.02 20.87 20.73 20.58 20.43 20.28 20.14 19.99 19.85 19.70 19.56 19.41 19.27 19.13 18.99 18.85 18.70 18.56 18.42 18.28 18.15 0.54 0.54 0.54 0.55 0.55 0.55 0.55 0.55 0.56 0.56 0.56 0.56 0.56 0.57 0.57 0.57 0.57 0.57 0.58 0.58 0.58 0.58 0.58 0.59 0.59 0.59 0.59 0.60 0.60 0.60 0.60 0.60 0.61 Phi'Vc (k) 8.94 8.95 8.95 8.95 8.95 8.96 8.96 8.96 8.96 8.97 8.97 8.97 8.97 8.98 8.98 8.98 8.98 8.99 8.99 8.99 8.99 9.00 9.00 9.00 9.01 9.01 9.01 9.01 9.02 9.02 9.02 9.03 9.03 9.03 9.03 9.04 9.04 9.04 9.05 9.05 9.05 9.06 9.06 9.06 9.06 9.07 9.07 9.07 9.08 9.08 9.08 9.09 9.09 9.09 Comment PhiVc< Vu PhiVc<Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs (k) 0.1407 0.1094 0.07821 0.04696 0.01570 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 8.0 23.4 8.8 23.4 8.8 23.4 8.8 23.4 8.8 23.4 8.8 23.4 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 23.5 8.8 Min 11.4.5 23.5 8.8 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Min 11.4.5 23.5 8.8 Min 11.4.P,age 9'§.~f 15!:fl.8 Min 11.4.5 23.5 8.8 .. • • • • .. Ill ... - • • • • • • • ii • .. .. - - ----• -- -- --------- Description : Detailed Shear Information Load Combination +1.20D+1.60Lr..:0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 3.47 17.50 3.48 17.50 3.50 17.50 3.52 17.50 3.54 17.50 3.56 17.50 3.58 17.50 3.59 17.50 3.61 17.50 3.63 17.50 3.65 17.50 3.67 17.50 3.69 17.50 3.70 17.50 3.72 17.50 3.74 17.50 3.76 17.50 3.78 17.50 3.80 17.50 3.81 17.50 3.83 17.50 3.85 17.50 3.87 17.50 3.89 17.50 3.91 17.50 3.92 17.50 3.94 17.50 3.96 17.50 3.98 17.50 4.00 17.50 4.02 17.50 4.03 17.50 4.05 17.50 4.07 17.50 4.09 17.50 4.11 17.50 4.13 17.50 4.14 17.50 4.16 17.50 4.18 17.50 4.20 17.50 4.22 17.50 4.24 17.50 4.25 17.50 4.27 17.50 4.29 17.50 4.31 17.50 4.33 17.50 4.35 17.50 4.36 17.50 4.38 17.50 4.40 17.50 4.42 17.50 4.44 17.50 Vu (k) Actual Design 7.53 7.53 7.50 7.47 7.44 7.41 7.38 7.35 7.32 7.30 7.27 7.24 7.21 7.18 7.15 7.12 7.09 7.07 7.04 7.01 6.98 6.95 6.92 6.89 6.86 6.83 6.81 6.78 6.75 6.72 6.69 6.66 6.63 6.60 6.58 6.55 6.52 6.49 6.46 6.43 6.40 6.37 6.34 6.32 6.29 6.26 6.23 6.20 6.17 6.14 6.11 6.08 6.06 6.03 6.00 7.50 7.47 7.44 7.41 7.38 7.35 7.32 7.30 7.27 7.24 7.21 7.18 7.15 7.12 7.09 7.07 7.04 7.01 6.98 6.95 6.92 6.89 6.86 6.83 6.81 6.78 6.75 6.72 6.69 6.66 6.63 6.60 6.58 6.55 6.52 6.49 6.46 6.43 6.40 6.37 6.34 6.32 6.29 6.26 6.23 6.20 6.17 6.14 6.11 6.08 6.06 6.03 6.00 File= C:IUoers\Kurt\Oropbolt\1~140fH\CACUJI,-: . . ENERCM.C;Jtic; ~ Mu d*Vu/Mu (k-ft) 18.01 0.61 17.87 17.73 17.60 17.46 17.32 17.19 17.05 16.92 16.79 16.65 16.52 16.39 16.26 16.13 16.00 15.87 15.74 15.61 15.48 15.35 15.23 15.10 14.97 14.85 14.72 14.60 14.47 14.35 14.23 14.11 13.98 13.86 13.74 13.62 13.50 13.38 13.26 13.15 13.03 12.91 12.79 12.68 12.56 12.45 12.33 12.22 12.11 11.99 11.88 11.77 11.66 11.55 11.44 0.61 0.61 0.62 0.62 0.62 0.62 0.63 0.63 0.63 0.63 0.64 0.64 0.64 0.64 0.65 0.65 0.65 0.65 0.66 0.66 0.66 0.67 0.67 0.67 0.67 0.68 0.68 0.68 0.69 0.69 0.69 0.69 0.70 0.70 0.70 0.71 0.71 0.71 0.72 0.72 0.72 0.73 0.73 0.73 0.74 0.74 0.74 0.75 0.75 0.75 0.76 0.76 0.76 Phi'Vc (k) 9.10 Comment PhiVc/2 <Vu<= 9.10 PhiVc/2 <Vu<= 9.11 PhiVc/2 < Vu <= 9.11 PhiVc/2 <Vu<= 9.11 PhiVc/2 <Vu<= 9.12 PhiVc/2 <Vu<= 9.12 PhiVc/2 < Vu<= 9.12 PhiVc/2 <Vu<= 9.13 PhiVc/2 <Vu<= 9.13 PhiVc/2 <Vu<= 9.13 PhiVc/2 < Vu <= 9.14 PhiVc/2 <Vu<= 9.14 PhiVc/2 <Vu<= 9.15 PhiVc/2 < Vu <= 9.15 PhiVc/2 <Vu<= 9.15 PhiVc/2 <Vu<= 9.16 PhiVc/2 <Vu<= 9.16 PhiVc/2 <Vu<= 9.17 PhiVc/2 <Vu<= 9.17 PhiVc/2 <Vu<= 9.17 PhiVc/2 <Vu<= 9.18 PhiVc/2 <Vu<= 9.18 PhiVc/2 < Vu <= 9.19 PhiVc/2 <Vu<= 9.19 PhiVc/2 < Vu <= 9.19 PhiVc/2 <Vu<= 9.20 PhiVc/2 <Vu<= 9.20 PhiVc/2 < Vu <= 9.21 PhiVc/2 < Vu<= 9.21 PhiVc/2 <Vu<= 9.22 PhiVc/2 < Vu <= 9.22 PhiVc/2 <Vu<= 9.22 PhiVc/2 <Vu<= 9.23 PhiVc/2 < Vu <= 9.23 PhiVc/2 <Vu<= 9.24 PhNc/2 <Vu<= 9.24 PhiVc/2 < Vu <= 9 .25 PhiV c/2 < Vu <= 9.25 PhiVc/2 <Vu<= 9.26 PhiVc/2 <Vu<= 9.26 PhiVc/2 < Vu <= 9.27 PhiVc/2 <Vu<= 9.27 PhiVc/2 <Vu<= 9.28 PhiVc/2 < Vu <= 9.28 PhiVc/2 <Vu<= 9.29 PhiVc/2 < Vu <= 9.29 PhiVc/2 <Vu<= 9.30 PhiVc/2 <Vu<= 9.30 PhiVc/2 <Vu<= 9.31 PhiVc/2 <Vu<= 9.31 PhiVc/2 <Vu<= 9.32 PhiVc/2 < Vu <= 9.32 PhiVc/2 < Vu <= 9.33 PhiVc/2 <Vu<= Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi*Vn Spacing (in) (k) Req'd Suggest 23.5 8.8 8.0 23.5 23.5 23.5 23.5 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.6 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 23.7 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.8 8.8 8.8 Min 11.4.5 23.8 8.8 Min 11.4.P,age ge.@,f 15gl.8 Min 11.4.5 23.8 8.8 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Description : CB-3 l:teta~.Shear·lnJormation Load Combination + 1.20D+1.60lr+0.80W -- + 1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60lr +0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60lr+0.80W + 1.200+ 1.60Lr+O .80W +1.200+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 4.46 17.50 4.47 17.50 4.49 17.50 4.51 17.50 4.53 17.50 4.55 17.50 4.57 17.50 4.58 17.50 4.60 17.50 4.62 17.50 4.64 17.50 4.66 17.50 4.68 17.50 4.69 17.50 4.71 17.50 4.73 17.50 4.75 17.50 4.77 17.50 4.79 17.50 4.80 17.50 4.82 17.50 4.84 17.50 4.86 17.50 4.88 17.50 4.90 17.50 4.91 17.50 4.93 17.50 4.95 17.50 4.97 17.50 4.99 17.50 5.01 17.50 5.02 17.50 5.04 17.50 5.06 17.50 5.08 17.50 5.10 17.50 5.12 17.50 5.13 17.50 5.15 17.50 5.17 17.50 5.19 17.50 5.21 17.50 5.23 17.50 5.24 17.50 5.26 17.50 5.28 17.50 5.30 17.50 5.32 17.50 5.34 17.50 5.35 17.50 5.37 17.50 5.39 17.50 5.41 17.50 5.43 17.50 Vu (k) Actual Design 5.97 5.97 5.94 5.94 5.91 5.91 5.88 5.88 5.85 5.85 5.83 5.80 5.77 5.74 5.71 5.68 5.65 5.62 5.59 5.57 5.54 5.51 5.48 5.45 5.42 5.39 5.36 5.34 5.31 5.28 5.25 5.22 5.19 5.16 5.13 5.10 5.08 5.05 5.02 4.99 4.96 4.93 4.90 4.87 4.84 4.82 4.79 4.76 4.73 4.70 4.67 4.64 4.61 4.59 4.56 4.53 4.50 4.47 4.44 5.83 5.80 5.77 5.74 5.71 5.68 5.65 5.62 5.59 5.57 5.54 5.51 5.48 5.45 5.42 5.39 5.36 5.34 5.31 5.28 5.25 5.22 5.19 5.16 5.13 5.10 5.08 5.05 5.02 4.99 4.96 4.93 4.90 4.87 4.84 4.82 4.79 4.76 4.73 4.70 4.67 4.64 4.61 4.59 4.56 4.53 4.50 4.47 4.44 j;ifi;, 0;.,wse,s11<llriiorop~\13140P~1\C~()tµt::: . . ENERCALC,lN.C;J'J . Mu d"Vu/Mu (k-11) 11.33 0.77 11.22 0.77 11.11 0.78 11.00 0.78 10.89 0.78 10.79 10.68 10.57 10.47 10.36 10.26 10.16 10.05 9.95 9.85 9.75 9.64 9.54 9.44 9.34 9.24 9.15 9.05 8.95 8.85 8.76 8.66 8.56 8.47 8.38 8.28 8.19 8.10 8.00 7.91 7.82 7.73 7.64 7.55 7.46 7.37 7.28 7.20 7.11 7.02 6.94 6.85 6.77 6.68 6.60 6.52 6.43 6.35 6.27 0.79 0.79 0.80 0.80 0.80 0.81 0.81 0.82 0.82 0.82 0.83 0.83 0.84 0.84 0.85 0.85 0.86 0.86 0.86 0.87 0.87 0.88 0.88 0.89 0.89 0.90 0.90 0.91 0.91 0.92 0.92 0.93 0.94 0.94 0.95 0.95 0.96 0.96 0.97 0.98 0.98 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Phi'Vc (k) 9.33 9.34 9.34 9.35 9.36 Comment PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= 9.36 PhiVc/2 < Vu <= 9.37 PhiVc/2 <Vu<= 9.37 PhiVc/2 < Vu <= 9.38 PhiVc/2 < Vu <= 9.39 PhNc/2 < Vu <= 9.39 PhiVc/2 < Vu <= 9.40 PhiVc/2 <Vu<= 9.40 PhiVc/2 < Vu <= 9.41 PhiVc/2 < Vu <= 9.42 PhiVc/2 < Vu <= 9.42 PhNc/2 < Vu <= 9.43 PhiVc/2 <Vu<= 9.44 PhiVc/2 < Vu <= 9.44 PhNc/2 < Vu <= 9.45 PhiVc/2 < Vu <= 9.46 PhNc/2 < Vu <= 9.46 PhiVc/2 < Vu <= 9.47 PhiVc/2 <Vu<= 9.48 9.48 9.49 9.50 9.50 9.51 9.52 9.53 9.53 9.54 9.55 9.56 9.57 9.57 9.58 9.59 9.60 9.61 9.61 9.62 9.63 9.64 9.65 9.66 9.67 9.68 9.68 9.68 9.68 9.68 9.68 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi"Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd ------- Phi"Vn Spacing (in) (k) Req'd Suggest 23.8 8.8 8.0 23.8 8.8 8.0 23.8 8.8 8.0 23.8 8.8 8.0 23.8 8.8 8.0 23.8 23.8 23.8 23.8 23.8 23.8 23.8 23.8 23.8 23.9 23.9 23.9 23.9 23.9 23.9 23.9 23.9 23.9 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 8.8 8.0 23.9 8.8 23.9 8.8 23.9 8.8 23.9 8.8 23.9 8.8 23.9 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 24.0 8.8 9.6 0.0 9.6 0.0 9.6 0.0 9.6 0.0 9.6 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 Not Reqd 9.7 0.0 Not Req!f:>age 9~-of 15g).O Not Reqd 9.7 0.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .. .. .. .. 11111 1111 ... • Ill • • • • .. • • .. - ----- - - ------- - I·-.~··.·-.: >,·-:.· -··-l eonJ:r~.\~ Beam Description : CB-3 Detailed Shear Information Load Combination +1.20b+ f.Bolr<-0.BOW +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 5.45 17.50 5.46 17.50 5.48 17.50 5.50 17.50 5.52 17.50 5.54 17.50 5.56 17.50 5.57 17.50 5.59 17.50 5.61 17.50 5.63 17.50 5.65 17.50 5.67 17.50 5.68 17.50 5.70 17.50 5.72 17.50 5.74 17.50 5.76 17.50 5.78 17.50 5.79 17.50 5.81 17.50 5.83 17.50 5.85 17.50 5.87 17.50 5.89 17.50 5.90 17.50 5.92 17.50 5.94 17.50 5.96 17.50 5.98 17.50 6.00 17.50 6.01 17.50 6.03 17.50 6.05 17.50 6.07 17.50 6.09 17.50 6.11 17.50 6.12 17.50 6.14 17.50 6.16 17.50 6.18 17.50 6.20 17.50 6.22 17.50 6.23 17.50 6.25 17.50 6.27 17.50 6.29 17.50 6.31 17.50 6.33 17.50 6.34 17.50 6.36 17.50 6.38 17.50 6.40 17.50 6.42 17.50 Vu (k) Actual Design 4.41 4.41 4.38 4.38 4.35 4.35 4.33 4.33 4.30 4.30 4.27 4.27 4.24 4.24 4.21 4.18 4.15 4.12 4.10 4.07 4.04 4.01 3.98 3.95 3.92 3.89 3.86 3.84 3.81 3.78 3.75 3.72 3.69 3.66 3.63 3.60 3.58 3.55 3.52 3.49 3.46 3.43 3.40 3.37 3.35 3.32 3.29 3.26 3.23 3.20 3.17 3.14 3.11 3.09 3.06 3.03 3.00 2.97 2.94 2.91 2.88 4.21 4.18 4.15 4.12 4.10 4.07 4.04 4.01 3.98 3.95 3.92 3.89 3.86 3.84 3.81 3.78 3.75 3.72 3.69 3.66 3.63 3.60 3.58 3.55 3.52 3.49 3.46 3.43 3.40 3.37 3.35 3.32 3.29 3.26 3.23 3.20 3.17 3.14 3.11 3.09 3.06 3.03 3.00 2.97 2.94 2.91 2.88 file= G:\\Jsen.\Kurt\Oropboxl13140M\CACLUH\mQ!tels\Enercalc\HUCTQN-:4.EC6. Mu d*Vu/Mu (k-ft) 6.19 1.00 6.11 1.00 6.03 1.00 5.95 1.00 5.87 1.00 5.79 1.00 5.71 1.00 5.63 5.56 5.48 5.41 5.33 5.26 5.18 5.11 5.03 4.96 4.89 4.82 4.75 4.68 4.61 4.54 4.47 4.40 4.33 4.26 4.20 4.13 4.06 4.00 3.93 3.87 3.81 3.74 3.68 3.62 3.56 3.50 3.44 3.38 3.32 3.26 3.20 3.14 3.08 3.03 2.97 2.91 2.86 2.80 2.75 2.70 2.64 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi*Vc (k) 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 .•• ENERCALC; INC. t9B3-2013;Bui!d:6.13.8.31oVet6.13.ll;11 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Phi*Vn Spacing (in) (k) Req'd Suggest 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 9.7 9.7 9.7 9.7 9.7 9.7 9.7 9.7 9.7 9.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 9.7 0.0 Not Reqd 9.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 9.7 0.0 Not Reqd 9.7 0.0 Not Reql#>age g§:/,t 15g).O Not Reqd 9.7 0.0 Description : CB-3 Detafted Shear ltifonnatiqn ·•· Load Combination +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+O .SOW + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+ 1. 60lr+O .BOW +1.20D+1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W Span Distance 'd' Number (ft) (in) 6.44 17.50 6.45 17.50 6.47 17.50 6.49 17.50 6.51 17.50 6.53 17.50 6.55 17.50 6.56 17.50 6.58 17.50 6.60 17.50 6.62 17.50 6.64 17.50 6.66 17.50 6.67 17.50 6.69 17.50 6.71 17.50 6.73 17.50 6.75 17.50 6.77 17.50 6.78 17.50 6.80 17.50 6.82 17.50 6.84 17.50 6.86 17.50 6.88 17.50 6.89 17.50 6.91 17.50 6.93 17.50 6.95 17.50 6.97 17.50 6.99 17.50 7.00 17.50 7.02 17.50 7.04 17.50 7.06 17.50 7.08 17.50 7.10 17.50 7.11 17.50 7.13 17.50 7.15 17.50 7.17 17.50 7.19 17.50 7.21 17.50 7.22 17.50 7.24 17.50 7.26 17.50 7.28 17.50 7.30 17.50 7.32 17.50 7.33 17.50 7.35 17.50 7.37 17.50 7.39 17.50 7.41 17.50 Vu (k) Actual Design 2.85 2.85 2.83 2.83 2.80 2.80 2.77 2.77 2.74 2.74 2.71 2.71 2.68 2.68 2.65 2.65 2.62 2.62 2.60 2.60 2.57 2.57 2.54 2.54 2.51 2.51 2.48 2.48 2.45 2.45 2.42 2.42 2.39 2.39 2.36 2.36 2.34 2.34 2.31 2.31 2.28 2.28 2.25 2.22 2.19 2.16 2.13 2.11 2.08 2.05 2.02 1.99 1.96 1.93 1.90 1.87 1.85 1.82 1.79 1.76 1.73 1.70 1.67 1.64 1.61 1.59 1.56 1.53 1.50 1.47 1.44 1.41 1.38 1.36 1.33 2.25 2.22 2.19 2.16 2.13 2.11 2.08 2.05 2.02 1.99 1.96 1.93 1.90 1.87 1.85 1.82 1.79 1.76 1.73 1.70 1.67 1.64 1.61 1.59 1.56 1.53 1.50 1.47 1.44 1.41 1.38 1.36 1.33 Flle.;, C:\Users\K~\131.1lCACLUL-t\mo .. . . . ENERCALC, INC. 198}2llf3, Mu d*Vu/Mu (k-ft) 2.59 1.00 2.54 1.00 2.49 1.00 2.44 1.00 2.39 1.00 2.34 1.00 2.29 1.00 2.24 1.00 2.19 1.00 2.14 1.00 2.09 1.00 2.05 1.00 2.00 1.00 1.96 1.00 1.91 1.00 1.87 1.00 1.82 1.00 1.78 1.00 1.73 1.00 1.69 1.00 1.65 1.00 1.61 1.57 1.53 1.49 1.45 1.41 1.37 1.33 1.30 1.26 1.22 1.19 1.15 1.12 1.08 1.05 1.02 0.98 0.95 0.92 0.89 0.86 0.83 0.80 0.77 0.74 0.71 0.69 0.66 0.63 0.61 0.58 0.56 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Phi*Vc (k) 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd No!Reqd NotReqd No!Reqd NotReqd No!Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd No!Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd No!Reqd No!Reqd Not Reqd Not Reqd Not Reqd No!Reqd NotReqd NotReqd Not Reqd No!Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Phi*Vn Spacing {in) {k) Req'd Suggest ---------- 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 Not Reqd 9.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 9.7 0.0 Not Reqd 9.7 0.0 Not Reqd 9.7 0.0 Not Reqd 9.7 0.0 Not Reqd 9. 7 0.0 Not Reqcj:,age g§.lJt 15g).O Not Reqd 9.7 0.0 .. 111P ti Ill .. 111111 .. • Ill 111111 • • • • Ill • II Ill .. 1111 .. ., ------- ...... - --- - - Description : Detailed Shear Information Load Combinafion + 1.20D+ 1.60Lr-+0 .80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1. 60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+ 1.60Lr +O .BOW + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 7.43 17.50 7.44 17.50 7.46 17.50 7.48 17.50 7.50 17.50 7.52 17.50 7.54 17.50 7.55 17.50 7.57 17.50 7.59 17.50 7.61 17.50 7.63 17.50 7.65 17.50 7.66 17.50 7.68 17.50 7.70 17.50 7.72 17.50 7.74 17.50 7.76 17.50 7.77 17.50 7.79 17.50 7.81 17.50 7.83 17.50 7.85 17.50 7.87 17.50 7.88 17.50 7.90 17.50 7.92 17.50 7.94 17.50 7.96 17.50 7.98 17.50 7.99 17.50 8.01 17.50 8.03 17.50 8.05 17.50 8.07 17.50 8.09 17.50 8.10 17.50 8.12 17.50 8.14 17.50 8.16 17.50 8.18 17.50 8.20 17.50 8.21 17.50 8.23 17.50 8.25 18.50 Vu (k) Actual Design 1.30 1.30 1.27 1.24 1.21 1.18 1.15 1.12 1.10 1.07 1.04 1.01 0.98 0.95 0.92 0.89 0.87 0.84 0.81 0.78 0.75 0.72 0.69 0.66 0.63 0.61 0.58 0.55 0.52 0.49 0.46 0.43 0.40 0.37 0.35 0.32 0.29 0.26 0.23 0.20 0.17 0.14 0.12 0.09 0.06 0,03 0.00 1.27 1.24 1.21 1.18 1.15 1.12 1.10 1.07 1.04 1.01 0.98 0.95 0.92 0.89 0.87 0.84 0.81 0.78 0.75 0.72 0.69 0.66 0.63 0.61 0.58 0.55 0.52 0.49 0.46 0.43 0.40 0.37 0.35 0.32 0.29 0.26 0.23 0.20 0.17 0.14 0.12 0.09 0.06 0.03 0.00 Mu (k-ft) 0.54 0.51 0.49 0.47 0.44 0.42 0.40 0.38 0.36 0.34 0.32 0.31 0.29 0.27 0.25 0.24 0.22 0.21 0.19 0.18 0.17 0.15 0.14 0.13 0.12 0.11 0.10 0.09 0.08 0.07 0.06 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 d'Vu/Mu Phi'Vc (k) 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 9.68 1.00 10.14 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 0.0 0.0 9.7 10.1 0.0 0.0 0.0 0.0 Page 100 of 159 Description : CB-2 CODE REFERENCES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : IBC 2009 Material Properties re = fr= fc112 • 7.50 'I' Density 'A LtWt Factor Elastic Modulus fy -Main Rebar = E -Main Rebar 3.0 ksi 410.792 psi 145.0 pct = 1.0 3,122.0 ksi 60.0 ksi 29,000.0 ksi - - ------- ------ «I> Phi Values Flexure: 0.90 Shear: 0.750 13 1 = 0.850 Fy -Stirrups E -Stirrups = Stirrup Bar Size # = 40.0ksi 29,000.0 ksi # 3 Number of Resisting Legs Per Stirrup= 2 Load Combination IBC 2009 Cross Section &. Reinforcing Details 0(0.832} Lr(0.26) 12" W X 18" h Span=26.50 ft Tee Section, Stem Width= 12.0 in, Total Height= 18.0 in, Top Flange Width= 44.0 in, Flange Thickness= 2.0 in Span #1 Reinforcing .... 12in 44 in ,5 3-#7 at 1.50 in from Top, from 0.0 to 26.50 ft in this span 3-#7 at 1.50 in from Bottom, from 0.0 to 26.50 fl in this span Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam sett weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.8320, Lr= 0.260 k/ft, Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Vertical Reactions • Unfactored 0.828: 1 Typical Section -102.571 k-ft 123.892 k-ft +1.20D+1.60Lr-t-0.50L 0.000ft Span# 1 -·~··--··---·-·-----·--·-·-·-·-··-··~-·--···---··--. ·---··-·--··--·--·-·--·--·-·-·-- -Load Combination Support2 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Overall MAXlmum--- DOnly Support 1 18.205 - 14.760 3.445 18.205 -18.205 ------------- 14.760 Lr Only 3.445 D-+lr 18.205 Shear Stirrup Requirements Between 0.00 to 8.48 ft. PhNc/2 < Vu <= PhiVc. Req'd Vs= Min 11.4.5.C usestirrups spaced at a:ooo in Between 8.54 to 17.96 ft, Vu< PhNc/2, Req'd Vs= Not Reqd, use stirrups spaced at 0.000 in Between 18.02 to 26.44 ft, PhiVc < Vu, Req'd Vs= 6.719, use stirrups spaced at 8.000 in Maximum Forces & Stresses for Load Combinations Load Combination . . . . . . . . . Bending Stress Results ( k-ft) Location (ft) ----------------.. Segment Length Span# in Span Mu : Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span# 1 26.500 -102.57 123.89 0.83 Desi nOK 0.076 in Ratio= 0.000 in Ratio= 0.222 in Ratio = 0.000 in Ratio= 4166 0<360 1429 999<180 Page 101 of159 - .. .. .. Ill .. -.. "' • • .. • • • • .. .. Description : CB-2 Load Combination Location (ft) Bending Stress Results ( k-ft ) Segment Length Span# in Span Mu . Max Phi*Mnx Stress Ratio +i.456 it,.., Span# 1 26.500 -91.26 123.89 0.74 +1.20D+0.50lr+1.60L +1.60H h41 Span# 1 26.500 -85.83 123.89 0.69 +1.20D+1.60l +0.50S+1.60H Span# 1 26.500 -78.23 123.89 0.63 +1.20D+1.60Lr+0.50l Span# 1 26.500 -102.57 123.89 0.83 .,., +1.20D+1.60Lr+0.80W Span# 1 26.500 -102.57 123.89 0.83 +1.20D+0.50L +1.60S Span# 1 26.500 -78.23 123.89 0.63 -+1.20D+1.60S+0.80W Span# 1 26.500 -78.23 123.89 0.63 +1.20D+0.50Lr+0.50l +1.60W Span# 1 26.500 -85.83 123.89 0.69 + 1.20D+0.50L +0.50S+ 1.60W -Span# 1 26.500 -78.23 123.89 0.63 + 1.40D+0 .50l +D .20S+E Span# 1 26.500 -91.26 123.89 0.74 + 1.40D+0.50L +0.20S-1.0E Span# 1 26.500 -91.26 123.89 0.74 -+D.90D+1.60W+1.60H Span# 1 26.500 -58.67 123.89 0.47 -+0.70D+E+1.60H Span# 1 26.500 -45.63 123.89 0.37 +D.?OD-1.0E+ 1.60H -Span# 1 1 26.500 -45.63 123.89 0.37 Overall Maximum Deflections • Unfactored Loads -Load Combination Span Max."-' Deft Location in Span Load Combination Max. '+'Defl Location in Span -D+lr 1 0.2225 12.985 0.0000 0.000 Detailed Shear Information . ..,. Span Distance 'd' Vu (k) Mu d"Vu/Mu Phi"Vc Comment Phi"Vs Phi"Vn Spacing (in) Load Combination Number {ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest • +l.2llb+1.60Lr<-0.80W 0.00 16.50 23.22 23.22 102.57 0.31 16.50 PhiVc< Vu 6.719 30.1 8.3 8.0 +1.20D+1.60Lr+0.80W 0.06 16.50 23.12 23.12 101.21 0.31 16.51 PhiVc < Vu 6.606 30.1 8.3 8.0 -+ 1.20D+ 1.60Lr+D.80W 0.12 16.50 23.02 23.02 99.85 0.32 16.52 PhiVc< Vu 6.494 30.1 8.3 8.0 +1.20D+1.60Lr+D.80W 0.18 16.50 22.91 22.91 98.50 0.32 16.53 PhiVc< Vu 6.380 30.1 8.3 8.0 -+1.20D+1.60Lr+0.80W 0.24 16.50 22.81 22.81 97.15 0.32 16.54 PhiVc < Vu 6.267 30.2 8.3 8.0 +1.20D+1.60Lr+0.80W 0.29 16.50 22.71 22.71 95.81 0.33 16.55 PhiVc< Vu 6.154 30.2 8.3 8.0 ·-+1.20D+1.60Lr+D.80W 0.35 16.50 22.60 22.60 94.47 0.33 16.56 PhiVc< Vu 6.040 30.2 8.3 8.0 +1.20D+1.60Lr+0.80W 0.41 16.50 22.50 22.50 93.15 0.33 16.58 PhiVc < Vu 5.926 30.2 8.3 8.0 -+ 1.20D+1.60Lr+0.80W PhiVc< Vu 5.812 30.2 8.3 8.0 0.47 16.50 22.40 22.40 91.82 0.34 16.59 +1.20D+1.60Lr+0.80W 0.53 16.50 22.29 22.29 90.51 0.34 16.60 PhiVc < Vu 5.698 30.2 8.3 8.0 -+1.20D+1.60Lr+0.80W 0.59 16.50 22.19 22.19 89.20 0.34 16.61 PhiVc <Vu 5.583 30.2 8.3 8.0 !'JI +1.20D+1.60Lr+D.80W 0.65 16.50 22.09 22.09 87.90 0.35 16.62 PhiVc< Vu 5.468 30.2 8.3 8.0 +1.20D+1.60Lr+0.80W 0.71 16.50 21.99 21.99 86.60 0.35 16.63 PhiVc< Vu 5.353 30.2 8.3 8.0 + 1.20D+ 1. 60Lr +O .80W 0.77 16.50 21.88 21.88 85.31 0.35 16.64 PhiVc < Vu 5.238 30.3 8.3 8.0 .. + 1.200+ 1.60Lr+0.80W 0.82 16.50 21.78 21.78 84.02 0.36 16.66 PhiVc< Vu 5.122 30.3 8.3 8.0 • +1.2DD+1.60lr+0.80W 0.88 16.50 21.68 21.68 82.74 0.36 16.67 PhiVc< Vu 5.006 30.3 8.3 8.0 + 1.2DD+ 1.60Lr +D .SOW 0.94 16.50 21.57 21.57 81.47 0.36 16.68 PhiVc < Vu 4.889 30.3 8.3 8.0 • + 1.20D+1.60Lr+D.80W 1.00 16.50 21.47 21.47 80.20 0.37 16.70 PhiVc< Vu 4.773 30.3 8.3 8.0 +1.20D+1.60Lr+0.8DW 1.06 16.50 21.37 21.37 78.94 0.37 16.71 PhiVc< Vu 4.656 30.3 8.3 8.0 • + 1.20D+1.60Lr+0.80W 1.12 16.50 21.26 21.26 77.68 0.38 16.72 PhiVc< Vu 4.538 30.3 8.3 8.0 +1.20D+1.60Lr+0.80W 1.18 16.50 21.16 21.16 76.43 0.38 16.74 PhiVc<Vu 4.421 30.4 8.3 8.0 -+1.20D+1.60Lr+0.80W 1.24 16.50 21.06 21.06 75.19 0.39 16.75 PhiVc < Vu 4.303 30.4 8.3 8.0 + 1.20D+ 1.60Lr +O. SOW 1.30 16.50 20.95 20.95 73.95 0.39 16.77 PhiVc< Vu 4.184 30.4 8.3 8.0 • +1.20D+1.60Lr+0.80W 1.35 16.50 20.85 20.85 72.72 0.39 16.78 PhiVc < Vu 4.065 30.4 8.3 8.0 +1.20D+1.60Lr+0.80W 1.41 16.50 20.75 20.75 71.50 0.40 16.80 PhiVc < Vu 3.94&:>age 1 ~-M 15gl.3 8.0 -+1.20D+1.60Lr+0.80W 1.47 16.50 20.64 20.64 70.28 0.40 16.82 PhiVc < Vu 3.826 30.4 8.3 8.0 - ....... Description : CB-2 . Detailed Shear Information Load Combination + 1200:;. rno[r'..o:Mw + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.200+ 1.60lr+0.80W + 1.200+ 1.60lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60lr+0.80W + 1.200+ 1.60Lr+O .SOW + 1.20D+ 1.60lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+ 1.60lr +O .80W + 1.20D+ 1.60lr+0.80W +1.20D+ 1.60lr+0.80W + 1.20D+ 1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W + 1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +O .80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W Span Number Distance 'd' (ft) (in) 1.53 16.50 1.59 16.50 1.65 16.50 1.71 16.50 1.77 16.50 1.83 16.50 1.88 16.50 1.94 16.50 2.00 16.50 2.06 16.50 2.12 16.50 2.18 16.50 2.24 16.50 2.30 16.50 2.36 16.50 2.41 16.50 2.47 16.50 2.53 16.50 2.59 16.50 2.65 16.50 2.71 16.50 2.77 16.50 2.83 16.50 2.89 16.50 2.94 16.50 3.00 3.06 3.12 3.18 3.24 3.30 3.36 3.42 3.47 3.53 3.59 3.65 3.71 3.77 3.83 3.89 3.95 4.00 4.06 4.12 4.18 4.24 4.30 4.36 4.42 4.48 4.53 4.59 4.65 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 Vu (k) Actual Design 20.54 20.54 20.44 20.44 20.33 20.33 20.23 20.23 20.13 20.13 20.02 20.02 19.92 19.92 19.82 19.82 19.71 19.71 19.61 19.61 19.51 19.51 19.40 19.40 19.30 19.30 19.20 19.20 19.10 19.10 18.99 18.99 18.89 18.89 18.79 18.79 18.68 18.68 18.58 18.58 18.48 18.48 18.37 18.37 18.27 18.27 18.17 18.17 18.06 18.06 17.96 17.96 17.86 17.86 17.75 17.75 17.65 17.65 17.55 17.55 17.44 17.44 17.34 17.34 17.24 17.24 17.13 17.13 17.03 17.03 16.93 16.93 16.82 16.82 16.72 16.72 16.62 16.62 16.51 16.51 16.41 16.41 16.31 16.31 16.20 16.20 16.10 16.10 16.00 16.00 15.90 15.90 15.79 15.79 15.69 15.69 15.59 15.59 15.48 15.48 15.38 15.38 15.28 15.28 15.17 15.17 15.07 15.07 Mu d*Vu/Mu Phi*Vc (k-ft) (k) 69.07 0.41 16.83 67.86 0.41 16.85 66.66 0.42 16.87 65.47 0.42 16.89 64.28 0.43 16.91 63.10 0.44 16.93 61.92 0.44 16.95 60.75 0.45 16.97 59.59 0.45 16.99 58.43 0.46 17.01 57 .28 0.47 17 .03 56.13 0.48 17.06 54.99 0.48 17.08 53.86 0.49 17.11 52.73 0.50 17.13 51.61 0.51 17.16 50.49 0.51 17.19 49.38 0.52 17.22 48.28 0.53 17.25 47.18 0.54 17.28 46.09 0.55 17.31 45.01 0.56 17 .35 43.93 0.57 17.38 42.85 0.58 17.42 41.79 0.59 17.46 40.73 39.67 38.62 37.58 36.55 35.52 34.49 33.47 32.46 31.46 30.46 29.46 28.47 27.49 26.52 25.55 24.58 23.63 22.67 21.73 20.79 19.86 18.93 18.01 17.10 16.19 15.28 14.39 13.50 0.61 17.50 0.62 17.54 0.63 17.59 0.65 17.63 0.66 17.68 0.68 17.73 0.69 17.79 0.71 17.84 0.73 17.90 0.74 17.97 0.76 18.03 0.79 18.10 0.81 18.18 0.83 18.26 0.86 18.34 0.88 18.44 0.91 18.53 0.94 18.64 0.98 18.75 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 Comment PhiVc< Vu PhiVc < Vu PhiVc <Vu PhiVc < Vu PhiVc <Vu PhiVc< Vu PhiVc <Vu PhiVc< Vu PhiVc<Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc <Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc <Vu PhiVc< Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc<Vu PhiVc < Vu PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi*Vs Phi*Vn Spacing (in) (k) (k) Req'd Suggest ------------------ - 3.706 30.4 8.3 8.0 3.585 30.5 8.3 8.0 3.464 30.5 8.3 8.0 3.342 30.5 8.3 8.0 3.220 30.5 8.3 8.0 3.097 30.5 8.3 8.0 2.97 4 30.6 8.3 8.0 2.850 30.6 8.3 8.0 2.725 30.6 8.3 8.0 2.60 30.6 8.3 8.0 2.473 30.6 8.3 8.0 2.346 30.7 8.3 8.0 2.219 30.7 8.3 8.0 2.090 30.7 8.3 8.0 1.961 30.7 8.3 8.0 1.830 30.8 8.3 8.0 1.699 30.8 8.3 8.0 1.566 30.8 8.3 8.0 1.432 30.9 8.3 8.0 1.298 30.9 8.3 8.0 1.162 30.9 8.3 8.0 1.024 31.0 8.3 8.0 0.8853 31.0 8.3 8.0 0.7450 31.0 8.3 8.0 0 .6030 31.1 8.3 8.0 0.4593 0.3138 0.1662 0.01661 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 31.1 8.3 31.2 8.3 31.2 8.3 31.2 8.3 31.3 8.3 31.3 8.3 31.4 8.3 31.5 8.3 31.5 8.3 31.6 8.3 31.6 8.3 31.7 8.3 31.8 8.3 31.9 8.3 32.0 8.3 32.0 8.3 32.1 8.3 32.2 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 Min 11.4.5 32.4 8.3 Min 11.4.5 32.4 8.3 Min 11.4.5 32.4 8.3 Min 11.~ge 1{jUf 15gl.3 Min 11.4.5 32.4 8.3 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 - - - ... .. • • -.. • • .. • "' .. - .. - ' .J -----.. -- - -.. -- Description: CB-2 Detailed Shear Information Load Combination +1.20b+ 1.60Lr.:0.80W + 1.200+ 1.60Lr +O .80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1. 60Lr +O .80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.200+1.60Lr+O.BOW + 1.200+ 1.60Lr +O .BOW + 1.200+ 1.60Lr +O .BOW +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +0 .80W Span Number Distance 'd' (ft) (in) 4.71 16.50 4.77 16.50 4.83 16.50 4.89 16.50 4.95 16.50 5.01 16.50 5.06 16.50 5.12 16.50 5.18 16.50 5.24 16.50 5.30 16.50 5.36 16.50 5.42 16.50 5.48 16.50 5.54 16.50 5.59 16.50 5.65 16.50 5.71 16.50 5.77 16.50 5.83 16.50 5.89 16.50 5.95 16.50 6.01 16.50 6.07 16.50 6.12 16.50 6.18 16.50 6.24 16.50 6.30 16.50 6.36 16.50 6.42 16.50 6.48 16.50 6.54 16.50 6.60 16.50 6.65 16.50 6.71 16.50 6.77 16.50 6.83 16.50 6.89 16.50 6.95 16.50 7.01 16.50 7.07 16.50 7.13 16.50 7.18 16.50 7.24 16.50 7.30 16.50 7.36 16.50 7.42 16.50 7.48 16.50 7.54 16.50 7.60 16.50 7.66 16.50 7.71 16.50 7.77 16.50 7.83 16.50 Vu (k) Actual Design 14.97 14.97 14.86 14.86 14.76 14.76 14.66 14.66 14.55 14.55 14.45 14.45 14.35 14.35 14.24 14.24 14.14 14.14 14.04 14.04 13.93 13.93 13.83 13.83 13.73 13.73 13.62 13.62 13.52 13.52 13.42 13.42 13.31 13.31 13.21 13.21 13.11 13.11 13.01 13.01 12.90 12.90 12.80 12.80 12.70 12.70 12.59 12.59 12.49 12.49 12.39 12.39 12.28 12.28 12.18 12.18 12.08 12.08 11.97 11.97 11.87 11.87 11.77 11.77 11.66 11.66 11.56 11.56 11.46 11.46 11.35 11.35 11.25 11.25 11.15 11.15 11.04 11.04 10.94 10.94 10.84 10.84 10.73 10.73 10.63 10.63 10.53 10.53 10.42 10.42 10.32 10.32 10.22 10.22 10.12 10.12 10.01 10.01 9.91 9.91 9.81 9.81 9.70 9.60 9.50 9.70 9.60 9.50 · · · · f'ile;; C:\Users\Kort\oropbox\1311\0P~i\C,6.CLUL,,1\rllOdelsille!'(;~\HUTTON::4.ECll . ENt.RCAl..C, INC, 1003,.2013, l.lulld;~, tj;a;:t1, Ver:6.13.8,!1 Mu d*Vu/Mu Phi*Vc (k-11) (k) 12.61 1.00 18.83 11.73 10.86 10.00 9.14 8.28 7.43 6.59 5.76 4.93 4.10 3.29 2.47 1.67 0.87 0.08 0.71 1.49 2.27 3.04 3.80 4.56 5.31 6.05 6.79 7.52 8.25 8.97 9.68 10.39 11.09 11.79 12.48 13.16 13.84 14.51 15.18 15.84 16.49 17.14 17.78 18.41 19.04 19.67 20.28 20.89 21.50 22.10 22.69 23.28 23.86 24.43 25.00 25.56 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 0.97 18.72 0.92 18.56 0.88 18.42 0.84 18.28 0.80 18.16 0.77 18.04 0.74 17.94 0.71 17.84 0.68 17.75 0.65 17.66 0.63 17.58 0.61 17.50 0.59 17.43 0.57 17.36 0.55 17.30 0.53 17.24 0.51 17.18 Comment PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiV c/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiV c/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k) Req'd Suggest 32.4 8.3 8.0 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.3 32.2 32.0 31.9 31.8 31.7 31.6 31.5 31.4 31.3 31.2 31.1 31.0 31.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 Min 11.4.5 30.9 8.3 8.0 Min 11.'Mtge 1d,Uf 15gl.3 8.0 Min 11.4.5 30.8 8.3 8.0 Description: CB-2 Detailed Sheat Information'· Load Combination +1.20D+1.60Lr+0~80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60lr+0.80W + 1.200+ 1.60lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr +O .80W + 1.200+ 1.60Lr +O .80W + 1.200+ 1.60Lr +0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60lr +0.80W +1.200+1.60lr+0.80W + 1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60lr+0.80W Span Number Distance 'd' (ft) (in) 7.89 16.50 7.95 16.50 8.01 16.50 8.07 16.50 8.13 16.50 8.19 16.50 8.24 16.50 6.30 16.50 8.36 16.50 8.42 16.50 8.48 8.54 8.60 8.66 8.72 8.77 8.83 8.89 8.95 9.01 9.07 9.13 9.19 9.25 9.30 9.36 9.42 9.48 9.54 9.60 9.66 9.72 9.78 9.83 9.89 9.95 10.01 10.07 10.13 10.19 10.25 10.31 10.36 10.42 10.48 10.54 10.60 10.66 10.72 10.78 10.84 10.89 10.95 11.01 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 Vu (k) Actual Design 9.39 9.39 9.29 9.29 9.19 9.08 8.98 8.88 8.77 8.67 8.57 8.46 8.36 8.26 8.15 8.05 7.95 7.84 7.74 7.64 7.53 7.43 7.33 7.23 7.12 7.02 6.92 6.81 6.71 6.61 6.50 6.40 6.30 6.19 6.09 5.99 5.88 5.78 5.68 5.57 5.47 5.37 5.26 5.16 5.06 4.95 4.85 4.75 4.64 4.54 4.44 4.34 4.23 4.13 4.03 3.92 9.19 9.08 8.98 8.88 8.77 8.67 8.57 8.46 8.36 8.26 8.15 8.05 7.95 7.84 7.74 7.64 7.53 7.43 7.33 7.23 7.12 7.02 6.92 6.81 6.71 6.61 6.50 6.40 6.30 6.19 6.09 5.99 5.88 5.78 5.68 5.57 5.47 5.37 5.26 5.16 5.06 4.95 4.85 4.75 4.64 4.54 4.44 4.34 4.23 4.13 4.03 3.92 Mu d'Vu/Mu Phi'Vc (k) (k-ft) 26.12 0.49 17.12 17.07 26.67 0.48 27.21 27.75 28.28 28.81 29.33 29.84 30.35 30.85 31.35 31.84 32.32 32.80 33.27 33.73 34.19 34.64 35.09 35.53 35.97 36.39 36.82 37.23 37.64 38.05 38.45 38.84 39.22 39.60 39.98 40.34 40.71 41.06 41.41 41.76 42.09 42.42 42.75 43.07 43.38 43.69 43.99 44.28 44.57 44.86 45.13 45.40 45.67 45.92 46.18 46.42 46.66 46.90 0.46 17.02 0.45 16.97 0.44 16.93 0.42 16.88 0.41 16.84 0.40 16.80 0.39 16.76 0.38 16.73 0.37 16.69 0.36 16.66 0.35 16.62 0.34 16.59 0.33 16.56 0.32 16.53 0.31 16.50 0.30 16.48 0.30 16.45 0.29 16.42 0.28 16.40 0.27 16.38 0.27 16.35 0.26 16.33 0.25 16.31 0.25 16.28 0.24 16.26 0.23 16.24 0.23 16.22 0.22 16.20 0.22 16.18 0.21 16.17 0.21 16.15 0.20 16.13 0.20 16.11 0.19 16.10 0.19 16.08 0.18 16.06 0.18 16.05 0.17 16.03 0.17 16.02 0.16 16.00 0.16 15.99 0.15 15.97 0.15 15.96 0.15 15.95 0.14 15.93 0.14 15.92 0.13 15.91 0.13 15.89 0.13 15.88 0.12 15.87 0.12 15.85 0.11 15.84 Comment PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs Phi-Vn Spacing (in) (k) (k) Req'd Suggest Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd 30.7 8.3 8.0 30.7 30.6 30.6 30.5 30.5 30.5 30.4 30.4 30.3 8.3 8.3 8.3 S.3 8.3 8.3 8.3 8.3 8.3 30.3 8.3 16.7 0.0 16.6 0.0 16.6 0.0 16.6 0.0 16.5 0.0 16.5 0.0 16.5 0.0 16.5 0.0 16.4 0.0 16.4 0.0 16.4 0.0 16.4 0.0 16.3 0.0 16.3 0.0 16.3 0.0 16.3 0.0 16.2 0.0 16.2 0.0 16.2 0.0 16.2 0.0 16.2 0.0 16.1 0.0 16.1 0.0 16.1 0.0 16.1 0.0 16.1 0.0 16.1 0.0 16.0 0.0 16.0 0.0 16.0 0.0 16.0 0.0 16.0 0.0 16.0 0.0 16.0 0.0 15.9 0.0 15.9 0.0 Not Reqd 15.9 0.0 Not Reqd 15.9 0.0 Not Reqd 15.9 0.0 Not Reqd 15.9 0.0 Not Reqd 15.9 0.0 Not Re!Pbge 1 dS-~f 15g).O Not Reqd 15.8 0.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .. • • I I I I • Iii II • .. - Iii --- ----- -- - - • - - Description : CB-2 Detailed Shear Information Load Combination +1.20D+1.60Lr+0.80W +1.ZOD+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.200+1.60Lr+0.80W + 1.200+1.60lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.200+1.60Lr+0.8DW + 1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+0.50lr+0.50L +1.60W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.200+1.60lr+0.80W +1.20D+1.60lr+0.8DW +1.200+1.60lr+0.80W + 1.200+ 1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.80W +1.20D+1.60lr+0.8DW +1.20D+1.60lr+0.80W +1.200+1.60lr+0.80W +1.20D+1.60lr+0.8DW +1.200+1.60Lr+0.80W +1.200+1.60lr+0.80W Span Number Distance 'd' (ft) (in) 11.07 16.50 11.13 16.50 11.19 16.50 11.25 16.50 11.31 16.50 11.37 16.50 11.42 16.50 11.48 16.50 11.54 16.50 11.60 16.50 11.66 16.50 11.72 16.50 11.78 16.50 11.84 16.50 11.90 16.50 11.95 16.50 12.01 16.50 12.07 16.50 12.13 16.50 12.19 16.50 12.25 16.50 12.31 16.50 12.37 16.50 12.43 16.50 12.48 16.50 12.54 16.50 12.60 16.50 12.66 16.50 12.72 16.50 12.78 16.50 12.84 16.50 12.90 16.50 12.96 16.50 13.01 16.50 13.07 16.50 13.13 16.50 13.19 16.50 13.25 16.50 13.31 16.50 13.37 16.50 13.43 16.50 13.49 16.50 13.54 16.50 13.60 16.50 13.66 16.50 13.72 16.50 13.78 13.84 13.90 13.96 14.02 14.07 14.13 14.19 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 -Flte;;C:~IK~bQ~§l40P:1\CAC{Ul71~oorcalc\HUTTON~4.i:C6 ·-• . -• . · c:-~CAI..C'; INCl f983-20t3; Buikl:6.13;8.31, Ver:6.13.8.31 Vu (k) Mu d"Vu/Mu Phi"Vc (k) Actual Design (k-ft) 3.82 3.82 47.13 0.11 15.83 15.82 3.72 3.72 47.35 0.11 3.61 3.51 3.41 3.30 3.20 3.10 2.99 2.89 2.79 2.68 2.58 2.48 2.37 2.27 2.17 2.06 1.96 1.86 1.75 1.65 1.55 1.45 1.34 1.24 1.14 1.03 0.93 0.83 0.72 0.62 0.52 0.41 0.31 0.21 0.10 -0.00 -0.10 -0.21 -0.31 -0.41 -0.52 -0.62 -0.72 -0.83 -0.93 -1.03 -1.14 -1.24 -1.34 -1.45 -1.55 -1.65 3.61 47.56 3.51 47.77 3.41 47.98 3.30 48.17 3.20 48.37 3.10 48.55 2.99 48.73 2.89 48.90 2.79 49.07 2.68 49.23 2.58 49.39 2.48 49.54 2.37 49.68 2.27 49.81 2.17 49.95 2.06 50.07 1.96 50.19 1.86 50.30 1.75 50.41 1.65 50.51 1.55 50.60 1.45 50.69 1.34 50.77 1.24 50.85 1.14 50.92 1.03 50.98 0.93 51.04 0.83 51.09 0.72 51.14 0.62 51.18 0.52 51.21 0.41 51.24 0.31 51.26 0.21 51.27 0.10 51.28 0.00 42.92 0.10 51.28 0.21 51.27 0.31 51.26 0.41 51.24 0.52 51.21 0.62 51.18 0.72 51.14 0.83 51.09 0.93 1.03 1.14 1.24 1.34 1.45 1.55 1.65 51.04 50.98 50.92 50.85 50.77 50.69 50.60 50.51 0.10 15.81 0.10 15.79 0.10 15.78 0.09 15.77 0.09 15.76 0.09 15.75 0.08 15.74 0.08 15.73 0.08 15.72 0.07 15.71 0.07 15.70 0.07 15.69 0.07 15.68 0.06 15.67 0.06 15.66 0.06 15.65 0.05 15.64 0.05 15.63 0.05 15.62 0.04 15.61 0.04 15.60 0.04 15.59 0.04 15.58 O.o3 15.57 0.03 15.56 O.o3 15.55 O.G3 15.54 0.02 15.53 0.02 15.52 0.02 15.51 O.D1 15.50 0.01 15.49 0.01 15.48 0.01 15.47 0.00 15.46 0.00 15.45 0.00 15.46 0.01 15.47 0.01 15.48 0.01 15.49 0.01 15.50 0.02 15.51 0.02 15.52 0.02 15.53 0.03 15.54 0.03 15.55 0.03 15.56 O.G3 15.57 0.04 15.58 0.04 15.59 0.04 15.60 0.04 15.61 .. ... .. .. Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Phi"Vn Spacing (in) (k) Req'd Suggest 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 0.0 0.0 15.5 15.5 15.6 15.6 15.6 0.0 0.0 0.0 0.0 0.0 Not Reqd 15.6 0.0 Not Rell'bge 1C,Q.e,f 15g).O Not Reqd 15.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Description : CB-2 Detailed Shear Information. Load Combination +1.20D+ H>Olr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.ZOD+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr +O .BOW + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW +1.20D+ 1.60Lr+O .SOW + 1.20D+ 1.60Lr +O .SOW +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1. 60Lr +O .BOW +1.20D+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance (ft) 14.25 14.31 14.37 14.43 14.49 14.55 14.60 14.66 14.72 14.78 14.84 14.90 14.96 15.02 15.08 15.13 15.19 15.25 15.31 15.37 15.43 15.49 15.55 15.61 15.66 15.72 15.78 15.84 15.90 15.96 16.02 16.08 16.14 16.19 16.25 16.31 16.37 16.43 16.49 16.55 16.61 16.67 16.72 16.78 16.84 16.90 16.96 17.02 17.08 17.14 17.20 17.25 17.31 17.37 'd' (in) 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 16.50 Vu (k) Mu d'Vu/Mu Phi'Vc Actual Design (k-ft) (k) -----~ -------- -1.75 1.75 50.41 0.05 15.62 -1.86 1.86 50.30 0.05 15.63 -1.96 1.96 50.19 0.05 15.64 -2.06 2.06 50.07 0.06 15.65 -2.17 2.17 49.95 0.06 15.66 -2.27 2.27 49.81 0.06 15.67 -2.37 2.37 49.68 0.07 15.68 -2.48 2.48 49.54 0.07 15.69 -2.58 2.58 49.39 0.07 15.70 -2.68 2.68 49.23 0.07 15.71 -2.79 2.79 49.07 0.08 15.72 -2.89 2.89 48.90 0.08 15.73 -2.99 2.99 48.73 0.08 15.7 4 -3.10 3.10 48.55 0.09 15.75 -3.20 3.20 48.37 0.09 15.76 -3.30 3.30 48.17 0.09 15.77 -3.41 3.41 47.98 0.10 15.78 -3.51 3.51 47.77 0.10 15.79 -3.61 3.61 47.56 0.10 15.81 -3.72 3.72 47 .35 0.11 15.82 -3.82 3.82 47.13 0.11 15.83 -3.92 3.92 46.90 0.11 15.84 -4.03 4.03 46.66 0.12 15.85 -4.13 4.13 46.42 0.12 15.87 -4.23 4.23 46.18 0.13 15.88 -4.34 4.34 45.92 0.13 15.89 -4.44 4.44 45.67 0.13 15.91 -4.54 4.54 45.40 0.14 15.92 -4.64 4.64 45.13 0.14 15.93 -4.75 4.75 44.86 0.15 15.95 -4.85 4.85 44.57 0.15 15.96 -4.95 4.95 44.28 0.15 15.97 -5.06 5.06 43.99 0.16 15.99 -5.16 5.16 43.69 0.16 16.00 -5.26 5.26 43.38 0.17 16.02 -5.37 5.37 43.07 0.17 16.03 -5.47 5.47 42.75 0.18 16.05 -5.57 5.57 42.42 0.18 16.06 -5.68 5.68 42.09 0.19 16.08 -5.78 5.78 41.76 0.19 16.10 -5.88 5.88 41.41 0.20 16.11 -5.99 5.99 41.06 0.20 16.13 -6.09 6.09 40.71 0.21 16.15 -6.19 6.19 40.34 0.21 16.17 -6.30 6.30 39.98 0.22 16.18 -6.40 6.40 39.60 0.22 16.20 -6.50 6.50 39.22 0.23 16.22 -6.61 6.61 38.84 0.23 16.24 -6.71 6.71 38.45 0.24 16.26 -6.81 6.81 38.05 0.25 16.28 -6.92 6.92 37.64 0.25 16.31 -7.02 7.02 37 .23 0.26 16.33 -7.12 7.12 36.82 0.27 16.35 -7.23 7.23 36.39 0.27 16.38 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd No!Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd No!Reqd No!Reqd NotReqd Not Reqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.6 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.7 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.8 0.0 0.0 15.9 0.0 0.0 15.9 0.0 0.0 15.9 0.0 0.0 15.9 0.0 0.0 15.9 0.0 0.0 Not Reqd 15.9 0.0 o.o Not Reqd 15.9 0.0 0.0 Not Reqd 15.9 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.0 0.0 0.0 Not Reqd 16.1 0.0 0.0 NotReqd 16.1 0.0 0.0 Not Reqd 16.1 0.0 0.0 Not Reqd 16.1 0.0 0.0 Not Reqd 16.1 0.0 0.0 Not Reqd 16.1 0.0 0.0 Not Reqd 16.2 0.0 0.0 Not Reqd 16.2 0.0 0.0 Not Reqd 16.2 0.0 0.0 Not Reqd 16.2 0.0 0.0 Not Reqd 16.2 0.0 0.0 Not Reqd 16.3 0.0 0.0 Not Reqd 16.3 0.0 0.0 Not Reqd 16.3 0.0 0.0 Not Reqd 16.3 0.0 0.0 Not Re~ge 1 dHt 15tP.O 0.0 Not Reqd 16.4 0.0 0.0 - - -.. .. .. .. .. • • I • • ' .. -- - ----- --.... .. • ·• - - - ... .... .... • •• ti •• Description : CB-2 Detailed Shear Information Load Combination +f20D+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.200+1.60Lr+0.80W + 1.200+1.60Lr +0.80W + 1.200+1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr +0.80W +1.20D+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+1.60Lr +0.80W + 1.200+ 1.60Lr +O .SOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr +0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.20D+1.60Lr +0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr +0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' Vu (k) (ft) (in) Actual Design 17.43 16.50 -7.33 7.33 17.49 16.50 -7.43 7.43 17.55 16.50 -7.53 7.53 17.61 16.50 -7.64 7.64 17.67 16.50 -7.74 7.74 17.73 16.50 -7.84 7.84 17.78 16.50 -7.95 7.95 17.84 16.50 -8.05 8.05 17.90 16.50 -8.15 8.15 17.96 16.50 -8.26 8.26 18.02 16.50 -8.36 8.36 18.08 16.50 -8.46 8.46 18.14 16.50 -8.57 8.57 18.20 16.50 -8.67 8.67 18.26 16.50 -8.77 8.77 18.31 16.50 -8.88 8.88 18.37 16.50 -8.98 8.98 18.43 16.50 -9.08 9.08 18.49 16.50 -9.19 9.19 18.55 16.50 -9.29 9.29 18.61 16.50 -9.39 9.39 18.67 16.50 -9.50 9.50 18.73 16.50 -9.60 9.60 18.79 16.50 -9.70 9.70 18.84 16.50 -9.81 9.81 18.90 16.50 -9.91 9.91 18.96 16.50 -10.01 10.01 19.02 16.50 -10.12 10.12 19.08 16.50 -10.22 10.22 19.14 16.50 -10.32 10.32 19.20 16.50 -10.42 10.42 19.26 16.50 -10.53 10.53 19.32 16.50 -10.63 10.63 19.37 16.50 -10.73 10.73 19.43 16.50 -10.84 10.84 19.49 16.50 -10.94 10.94 19.55 16.50 -11.04 11.04 19.61 16.50 -11.15 11.15 19.67 16.50 -11.25 11.25 19.73 16.50 -11.35 11.35 19.79 16.50 -11.46 11.46 19.85 16.50 -11.56 11.56 19.90 16.50 -11.66 11.66 19.96 16.50 -11.77 11.77 20.02 16.50 -11.87 11.87 20.08 16.50 -11.97 11.97 20.14 20.20 20.26 20.32 20.38 20.43 20.49 20.55 16.50 -12.08 12.08 16.50 -12.18 12.18 16.50 -12.28 12.28 16.50 -12.39 12.39 16.50 -12.49 12.49 16.50 -12.59 12.59 16.50 -12.70 12.70 16.50 -12.80 12.80 Mu d'Vu/Mu Phi'Vc (k) (k-ft) 35.97 0.28 16.40 16.42 35.53 0.29 35.09 34.64 34.19 33.73 33.27 32.80 32.32 31.84 31.35 30.85 30.35 29.84 29.33 28.81 28.28 27.75 27.21 26.67 26.12 25.56 25.00 24.43 23.86 23.28 22.69 22.10 21.50 20.89 20.28 19.67 19.04 18.41 17.78 17.14 16.49 15.84 15.18 14.51 13.84 13.16 12.48 11.79 11.09 10.39 9.68 8.97 8.25 7.52 6.79 6.05 5.31 4.56 0.30 16.45 0.30 16.48 0.31 16.50 0.32 16.53 0.33 16.56 0.34 16.59 0.35 16.62 0.36 16.66 0.37 16.69 0.38 16.73 0.39 16.76 0.40 16.80 0.41 16.84 0.42 16.88 0.44 16.93 0.45 16.97 0.46 17.02 0.48 17.07 0.49 17.12 0.51 17.18 0.53 17.24 0.55 17.30 0.57 17.36 0.59 17.43 0.61 17.50 0.63 17.58 0.65 17.66 0.68 17.75 0.71 17.84 0.74 17.94 0.77 18.04 0.80 18.16 0.84 18.28 0.88 18.42 0.92 18.56 0.97 18.72 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu<= PhiVc/2 < Vu <= Phi'Vs (k) Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi'Vn Spacing (in) (k} Req'd Suggest 16.4 0.0 0.0 16.4 0.0 0.0 16.5 16.5 16.5 16.5 16.6 16.6 16.6 16.7 30.3 30.3 30.4 30.4 30.5 30.5 30.5 30.6 30.6 30.7 30.7 30.8 30.8 30.9 31.0 31.0 31.1 31.2 31.3 31.4 31.5 31.6 31.7 31.8 31.9 32.0 32.2 32.3 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.3 8.3 8.3 8.3 Min 11.4.5 32.4 8.3 Min 11.#ige 1GS-~f 15gl.3 Min 11.4.5 32.4 8.3 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Description : CB-2 Detailed Shear Information Load Combination +f20D+ l60[r:+-0.MW +1.200+1.60Lr+0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+ 1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr +O .SOW +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1.60Lr-+-0.80W + 1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1.60Lr-+-0 .SOW + 1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+ 1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.200+1.60Lr-+-0.80W +1.200+ 1.60Lr+0.80W +1.20D+1.60Lr-+-0.80W +1.20D+1.60Lr-+-0.80W + 1.200+ 1.60Lr-+-0.80W +1.200+ 1.60Lr-+-0.80W +1.200+1.60Lr-+-0.80W + 1.200+ 1.60Lr-+-0.80W Span Number Distance 'd' Vu (k) (ft) (in) Actual Design 20.61 16.50 -12.90 12.90 20.67 16.50 -13.01 13.01 20.73 16.50 -13.11 13.11 20.79 16.50 -13.21 13.21 20.85 16.50 -13.31 13.31 20.91 16.50 -13.42 13.42 20.96 16.50 -13.52 13.52 21.02 16.50 -13.62 13.62 21.08 16.50 -13.73 13.73 21.14 16.50 -13.83 13.83 21.20 16.50 -13.93 13.93 21.26 16.50 -14.04 14.04 21.32 16.50 -14.14 14.14 21.38 16.50 -14.24 14.24 21.44 16.50 -14.35 14.35 21.49 16.50 -14.45 14.45 21.55 16.50 -14.55 14.55 21.61 16.50 -14.66 14.66 21.67 16.50 -14.76 14.76 21.73 16.50 -14.86 14.86 21.79 16.50 -14.97 14.97 21.85 16.50 -15.07 15.07 21.91 21.97 22.02 22.08 22.14 22.20 22.26 22.32 22.38 22.44 22.50 22.55 22.61 22.67 22.73 22.79 22.85 22.91 22.97 23.03 23.08 23.14 23.20 23.26 23.32 23.38 23.44 23.50 23.56 23.61 23.67 23.73 16.50 -15.17 15.17 16.50 -15.28 15.28 16.50 -15.38 15.38 16.50 -15.48 15.48 16.50 -15.59 15.59 16.50 -15.69 15.69 16.50 -15.79 15.79 16.50 -15.90 15.90 16.50 -16.00 16.00 16.50 -16.10 16.10 16.50 -16.20 16.20 16.50 -16.31 16.31 16.50 -16.41 16.41 16.50 -16.51 16.51 16.50 -16.62 16.62 16.50 -16.72 16.72 16.50 -16.82 16.82 16.50 -16.93 16.93 16.50 -17.03 17.03 16.50 -17.13 17.13 16.50 -17.24 17.24 16.50 -17.34 17.34 16.50 -17.44 17.44 16.50 -17.55 17.55 16.50 -17.65 17.65 16.50 -17.75 17.75 16.50 -17.86 17.86 16.50 -17.96 17.96 16.50 -18.06 18.06 16.50 -18.17 18.17 16.50 -18.27 18.27 16.50 -18.37 18.37 Mu d*Vu/Mu Phi*Vc Comment (k-ft) (k) Phi*Vs (k) Phi*Vn Spacing (in) (k) Req'd Suggest ---------- - --------------------- - 3.80 1.00 18.83 3.04 1.00 18.83 2.27 1.00 18.83 1.49 1.00 18.83 0.71 1.00 18.83 0.08 1.00 18.83 0.87 1.00 18.83 1.67 1.00 18.83 2.47 1.00 18.83 3.29 1.00 18.83 4.10 1.00 18.83 4.93 1.00 18.83 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 5.76 6.59 7.43 8.28 9.14 1.00 18.83 PhiVc/2 < Vu <= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 PhiVc/2 < Vu <= Min 11.4.5 1.00 18.83 PhiVc/2 <Vu<= Min 11.4.5 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 1.00 18.83 0.98 18.75 0.94 18.64 0.91 18.53 0.88 18.44 0.86 18.34 0.83 18.26 0.81 18.18 0.79 18.10 0.76 18.03 0.74 17.97 0.73 17.90 0.71 17.84 0.69 17.79 0.68 17.73 0.66 17.68 0.65 17.63 0.63 17.59 0.62 17.54 0.61 17.50 0.59 17.46 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 0.01661 0.1662 0.3138 0.4593 0.6030 32.4 8.3 8.0 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 32.4 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 8.0 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.4 8.3 32.2 8.3 32.1 8.3 32.0 8.3 32.0 8.3 31.9 8.3 31.8 8.3 31.7 8.3 31.6 8.3 31.6 8.3 31.5 8.3 31.5 8.3 31.4 8.3 31.3 8.3 31.3 8.3 31.2 8.3 31.2 8.3 31.2 8.3 31.1 8.3 31.1 8.3 10.00 10.86 11.73 12.61 13.50 14.39 15.28 16.19 17.10 18.01 18.93 19.86 20.79 21.73 22.67 23.63 24.58 25.55 26.52 27.49 28.47 29.46 30.46 31.46 32.46 33.47 34.49 35.52 36.55 37.58 38.62 39.67 40.73 41.79 42.85 43.93 45.01 0.58 17.42 0.57 17.38 0.56 17.35 PhiVc< Vu PhiVc< Vu PhiVc <Vu PhiVc<Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu 0.7450 31.0 8.3 0.885f>age 1 (1!1.Q,f 15g!.3 1.024 31.0 8.3 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 - 1111!1 • .. • • • .. .. • • .. - II • .. .. i .l -.. - .. - ---.... --- ... I -· .... ..... ·- Description : CB-2 Detailed Shear Information Load Combination +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW +1.200+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W Span Number Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc (k) (ft) (in) Actual Design (k-ft) 23.79 16.50 -18.48 18.48 46.09 0.55 17.31 17.28 17.25 17.22 17.19 17.16 23.85 16.50 -18.58 18.58 47.18 0.54 23.91 16.50 -18.68 18.68 48.28 0.53 23.97 16.50 -18.79 18.79 49.38 0.52 24.03 16.50 -18.89 18.89 50.49 0.51 24.09 16.50 -18.99 18.99 51.61 0.51 24.14 16.50 -19.10 19.10 24.20 16.50 -19.20 19.20 52.73 53.86 24.26 16.50 -19.30 19.30 54.99 24.32 16.50 -19.40 19.40 56.13 24.38 16.50 -19.51 19.51 57.28 24.44 16.50 -19.61 19.61 58.43 24.50 16.50 -19.71 19.71 59.59 24.56 16.50 -19.82 19.82 60.75 24.62 16.50 -19.92 19.92 61.92 24.67 16.50 -20.02 20.02 63.10 24.73 16.50 -20.13 20.13 64.28 24.79 16.50 -20.23 20.23 65.47 24.85 16.50 -20.33 20.33 66.66 24.91 16.50 -20.44 20.44 67.86 24.97 16.50 -20.54 20.54 69.07 25.03 16.50 -20.64 20.64 70.28 25.09 16.50 -20.75 20.75 71.50 25.15 16.50 -20.85 20.85 72.72 25.20 16.50 -20.95 20.95 73.95 25.26 16.50 -21.06 21.06 75.19 25.32 16.50 -21.16 21.16 76.43 25.38 16.50 -21.26 21.26 77.68 25.44 16.50 -21.37 21.37 78.94 25.50 16.50 -21.47 21.47 80.20 25.56 16.50 -21.57 21.57 81.47 25.62 16.50 -21.68 21.68 82.74 25.68 16.50 -21.78 21.76 84.02 25.73 16.50 -21.88 21.88 85.31 25. 79 16.50 -21.99 21.99 86.60 25.85 16.50 -22.09 22.09 87 .90 25.91 16.50 -22.19 22.19 89.20 25.97 16.50 -22.29 22.29 90.51 26.03 16.50 -22.40 22.40 91.82 26.09 16.50 -22.50 22.50 93.15 26.15 16.50 -22.60 22.60 94.47 26.21 16.50 -22.71 22.71 95.81 26.26 16.50 -22.81 22.81 97.15 26.32 16.50 -22.91 22.91 98.50 26.38 16.50 -23.02 23.02 99.85 26.44 16.50 -23.12 23.12 101.21 26.50 16.50 -23.22 23.22 102.57 0.50 17.13 0.49 17.11 0.48 17.08 0.48 17.06 0.47 17.03 0.46 17.01 0.45 16.99 0.45 16.97 0.44 16.95 0.44 16.93 0.43 16.91 0.42 16.89 0.42 16.87 0.41 16.85 0.41 16.83 0.40 16.82 0.40 16.80 0.39 16.78 0.39 16.77 0.39 16.75 0.38 16.74 0.38 16.72 0.37 16.71 0.37 16.70 0.36 16.68 0.36 16.67 0.36 16.66 0.35 16.64 0.35 16.63 0.35 16.62 0.34 16.61 0.34 16.60 0.34 16.59 0.33 16.58 0.33 16.56 0.33 16.55 0.32 16.54 0.32 16.53 0.32 16.52 0.31 16.51 0.31 16.50 Comment PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc<Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhNc< Vu PhiVc< Vu PhiVc < Vu PhiVc < Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc < Vu PhiVc< Vu PhiVc<Vu PhiVc< Vu Phi*Vs (k) 1.162 1.298 1.432 1.566 1.699 1.830 1.961 2.090 2.219 2.346 2.473 2.60 2.725 2.850 2.974 3.097 3.220 3.342 3.464 3.585 3.706 3.826 3.946 4.065 4.184 4.303 4.421 4.538 4.656 4.773 4.889 5.006 5.122 5.238 5.353 5.468 5.583 5.698 5.812 5.926 6.040 6.154 6.267 6.380 6.494 6.606 6.719 Phi*Vn Spacing (in) (k) Req'd Suggest 30.9 8.3 8.0 30.9 8.3 8.0 30.9 8.3 8.0 30.8 8.3 8.0 30.8 8.3 8.0 30.8 8.3 8.0 30.7 30.7 8.3 8.0 8.3 8.0 30.7 8.3 8.0 30.7 8.3 8.0 30.6 8.3 8.0 30.6 8.3 8.0 30.6 8.3 8.0 30.6 8.3 8.0 30.6 8.3 8.0 30.5 8.3 8.0 30.5 8.3 8.0 30.5 8.3 8.0 30.5 8.3 8.0 30.5 8.3 8.0 30.4 8.3 8.0 30.4 8.3 8.0 30.4 8.3 8.0 30.4 8.3 8.0 30.4 8.3 8.0 30.4 8.3 8.0 30.4 8.3 8.0 30.3 8.3 8.0 30.3 8.3 8.0 30.3 8.3 8.0 30.3 8.3 8.0 30.3 8.3 8.0 30.3 8.3 8.0 30.3 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.2 8.3 8.0 30.1 8.3 8.0 30.1 8.3 8.0 30.1 8.3 8.0 30.1 8.3 8.0 Page 110of159 . .•• iirt.lOfopbox\13!40P~tlCACLIJL:-1\mOdels\Enercak:IHUTTON-4.EC6 ·~-. . . . .. •. C,INc:1983'2013,Builil:G.13.~.31,Ver.6.13.8.31 Description : CB-4 CODE REFERENCES Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : IBC 2009 Material Properties fc = 3.0 ksi <!) Phi Values fr= fc112 * 7.50 410.792 psi \jl Density 145.0 pcf P1 A LtWt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Fy -Stirrups E -Stirrups Flexure: 0.90 Shear: 0.750 = 0.850 40.0ksi = 29,000.0 ksi fy -Main Rebar 60.0 ksi = Stirrup Bar Size # = # 3 E -Main Rebar 29,000.0 ksi Number of Resisting Legs Per Stirrup = 1.0 Load Combination IBC 2009 0(0.63) L(0.36) D(0.26) Lr{0.08) 8" W X 14" h Span=16.750 ft Cross Section·&. Reinforcing Details .s :! Tee Section, Stern Width= 8.0 in, Total Height= 14.0 in, Top Flange Width= 15.0 in, Flange Thickness= 2.0 in Span #1 Reinforcing .... '"' ,5 8tn 15in 1-#6 at 3.0 in from Top, from 0.0 to 16.750 ft in this span 1416 at 3.0 in from Bottom, from 0.0 to 16.750 ft in this span Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.260, Lr= 0.080 k/ft, Tributary Width= 1.0 ft Point Load : D = 0.630, L = 0.360 k@ 7. 750 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span 0.730: 1 Typical Section -15.941 k-ft 21.825 k-ft +1.20D+1.60Lr+0.50l 0.000ft Span# 1 Mu: Applied Mn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs load Combination OveraH MAXimum D Only L Only Lr Only l+lr D+lr D+l D+l-+lr Shear Stirrup Requirement$ Support 1 4.443 - 3.590 0.200 0.670 0.870 4.253 3.783 4.443 Support2 -4.36,.---- 3.520 0.160 0.670 0.830 4.197 3.687 4.367 Maximum Deflection Max Downward L +lr+S Deflection Max Upward L +lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Between 0.00 to 2.75 ft, PhiVc/2 <Vu<= PhNc, Req'd Vs= Min 11.4.5\-use stirrups spaced at 5.000 in Between 2.79 to 14.11 ft, Vu< PhiVc/2, Req'd Vs= Not Reqd, use stirrups spaced at 0.000 in Between 14.14 to 16.71 ft, PhiVc/2 <Vu<= PhiVc, Req'd Vs= Min 11.4.5.1, use stirrups spaced at 5.000 in Desi nOK 0.010 in Ratio= 0.000 in Ratio= 0.033 in Ratio= 0.000 in Ratio= 20345 0<360 6133 999<180 Page 111 of 159 .. • I 2 ; • •• • • • • • Ill .. Concrete Beam 1,1 t I ~ • Description : CB-4 Maximum Forces & Stresses for Load Comb!naU<>ris _ ~ _ -------- -Load Combination Location (ft) Bending Stress Results ( k-ft) Segment Length Span# in Span Mu: Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span# 1 16.750 -15.94 21.83 0.73 +1.400 Span# 1 16.750 -14.64 21.83 0.67 +1.20D+0.50Lr+1.60L +1.60H Span# 1 16.750 -14.77 21.83 0.68 +1.20D+1.60L +0.50S+1.60H Span# 1 16.750 -13.83 21.83 0.63 +1.20D+1.60Lr+0.50L Span# 1 16.750 -15.94 21.83 0.73 +1.20D+1.60Lr+0.80W '.,< Span# 1 16.750 -15.54 21.83 0.71 +1.20D+0.50L +1.60S Span# 1 16.750 -12.95 21.83 0.59 +1.200+ 1.60S+0.80W Span# 1 16.750 -12.55 21.83 0.57 +1.20D+0.50Lr+0.50L +1.60W Span# 1 16.750 -13.88 21.83 0.64 +1.20D+0.50L+0.50S+1.60W Span# 1 16.750 -12.95 21.83 0.59 +1.40D+0.50L +0.20S+E Span# 1 16.750 -15.04 21.83 0.69 +1.40D+0.50L +0.20S-1.0E Span# 1 16.750 -15.04 21.83 0.69 +0.90D+1.60W+1.60H Span# 1 16.750 -9.41 21.83 0.43 .,cjJ +0.70D+E+1.60H Span# 1 16.750 -7.32 21.83 0.34 -+0.70D-1.0E+1.60H Span# 1 1 16.750 -7.32 21.83 0.34 .; Overall Maximum Deflections • Unfactored Loads ~------ Load Combination Span Max. "-"Defl Location in Span Load Combination Max.'+" Defl Location in Span ... D+l+lr 1 0.0328 8.208 0.0000 0.000 • Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-11) (k) (k) (k) Req'd Suggest +1.20b+ 1.60Lr->-0.50L 0.00 11.00 5.48 5.48 15.94 0.32 7.13 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 -+1.20D+1.60Lr+0.50L 0.04 11.00 5.46 5.46 15.74 0.32 7.13 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.07 11.00 5.44 5.44 15.53 0.32 7.13 PhiVc/2 < Vu <= Min11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.11 11.00 5.41 5.41 15.33 0.32 7.14 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.15 11.00 5.39 5.39 15.13 0.33 7.14 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 ...... +1.20D+1.60Lr+0.50L 0.19 11.00 5.37 5.37 14.93 0.33 7.14 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.22 11.00 5.35 5.35 14.73 0.33 7.14 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.26 11.00 5.33 5.33 14.53 0.34 7.15 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.30 11.00 5.30 5.30 14.34 0.34 7.15 PhiVc/2 <Vu<= Min 11.4.5 14.4 5.5 5.0 .... +1.20D+1.60Lr+0.50L 0.34 11.00 5.28 5.28 14.14 0.34 7.15 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.37 11.00 5.26 5.26 13.94 0.35 7.15 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.41 11.00 5.24 5.24 13.75 0.35 7.16 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.20D+1.60Lr+0.50L 0.45 11.00 5.22 5.22 13.55 0.35 7.16 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 .... +1.20D+1.60Lr+0.50L 0.48 11.00 5.19 5.19 13.36 0.36 7.16 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.200+ 1.60Lr+0.50L 0.52 11.00 5.17 5.17 13.17 0.36 7.17 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 -+ 1.200+ 1.60Lr +O .50L 0.56 11.00 5.15 5.15 12.97 0.36 7.17 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.200+ 1.60Lr+0.50L 0.60 11.00 5.13 5.13 12.78 0.37 7.17 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 ""' +1.200+1.60Lr+0.50L 0.63 11.00 5.11 5.11 12.59 0.37 7.18 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 + 1. 200+ 1.60Lr +O .50L 0.67 11.00 5.08 5.08 12.40 0.38 7.18 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.200+ 1.60Lr+0.50L 0.71 11.00 5.06 5.06 12.21 0.38 7.18 PhiV c/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 +1.200+ 1.60Lr+0.50L 0.74 11.00 5.04 5.04 12.03 0.38 7.19 PhiVc/2 < Vu <= Min 11.4.5 14.4 5.5 5.0 ,..., +1.20D+1.60Lr+0.50L 0.78 11.00 5.02 5.02 11.84 0.39 7.19 PhiVc/2 < Vu <= Min 11 "r5 ge 11l4t 15g5-5 5.0 +1.200+1.60Lr+0.50L 0.82 11.00 5.00 5.00 11.65 0.39 7.19 PhiVc/2 < Vu <= Min 11. _t 1 -~ 5.5 5.0 Description : CB-4 Detailed Shear Information Load Combination +1.20b+1.60Lr-+-0.50L +1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr +O .50L +1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr+O .SOL +1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr +O .50L + 1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+O .50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.50L Span Number Distance • d' (ft) (in) 0.86 11.00 0.89 11.00 0.93 11.00 0.97 11.00 1.01 11.00 1.04 11.00 1.08 11.00 1.12 11.00 1.15 11.00 1.19 11.00 1.23 11.00 1.27 11.00 1.30 11.00 1.34 11.00 1.38 11.00 1.41 11.00 1.45 11.00 1.49 11.00 1.53 11.00 1.56 11.00 1.60 11.00 1.64 11.00 1.68 11.00 1.71 11.00 1.75 11.00 1.79 11.00 1.82 11.00 1.86 11.00 1.90 11.00 1.94 11.00 1.97 11.00 2.01 11.00 2.05 11.00 2.08 11.00 2.12 11.00 2.16 11.00 2.20 11.00 2.23 11.00 2.27 11.00 2.31 11.00 2.35 11.00 2.38 11.00 2.42 11.00 2.46 11.00 2.49 11.00 2.53 11.00 2.57 11.00 2.61 11.00 2.64 11.00 2.68 2.72 2.75 2.79 2.83 11.00 11.00 11.00 11.00 11.00 Vu (k) Actual Design 4.97 4.97 4.95 4.95 4.93 4.93 4.91 4.91 4.89 4.89 4.86 4.86 4.84 4.84 4.82 4.82 4.80 4.80 4.77 4.77 4.75 4.75 4.73 4.73 4.71 4.71 4.69 4.69 4.66 4.66 4.64 4.64 4.62 4.62 4.60 4.60 4.58 4.58 4.55 4.53 4.51 4.49 4.47 4.44 4.42 4.40 4.38 4.36 4.33 4.31 4.29 4.27 4.25 4.22 4.20 4.18 4.16 4.14 4.11 4.09 4.07 4.05 4.03 4.00 3.98 3.96 3.94 3.92 3.89 3.87 3.85 3.83 3.80 4.55 4.53 4.51 4.49 4.47 4.44 4.42 4.40 4.38 4.36 4.33 4.31 4.29 4.27 4.25 4.22 4.20 4.18 4.16 4.14 4.11 4.09 4.07 4.05 4.03 4.00 3.98 3.96 3.94 3.92 3.89 3.87 3.85 3.83 3.80 Mu d*Vu/Mu Phi*Vc Comment (k-ft) (k) 11.47 11.28 11.10 10.91 10.73 10.55 10.37 10.19 10.01 9.83 9.66 9.48 9.30 9.13 8.96 8.78 8.61 8.44 8.27 8.10 7.93 7.76 7.59 7.43 7.26 7.09 6.93 6.77 6.60 6.44 6.28 6.12 5.96 5.80 5.65 5.49 5.33 5.18 5.02 4.87 4.72 4.57 4.42 4.26 4.12 3.97 3.82 3.67 3.53 3.38 3.24 3.09 2.95 2.81 0.40 0.40 0.41 0.41 0.42 0.42 0.43 0.43 0.44 0.45 0.45 0.46 0.46 0.47 0.48 0.48 0.49 0.50 0.51 0.52 0.52 0.53 0.54 0.55 0.56 0.57 0.58 0.59 0.60 0.62 0.63 0.64 0.66 0.67 0.69 0.70 0.72 0.74 0.75 0.77 0.79 0.82 0.84 0.87 0.89 0.92 0.95 0.98 1.00 1.00 1.00 1.00 1.00 1.00 7.20 7.20 7.20 7.21 7.21 7.22 7.22 7.23 7.23 7.24 7.24 7.25 7.25 7.26 7.26 7.27 7.27 7.28 7.29 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 7.29 PhiVc/2 <Vu<= 7.30 PhiVc/2 <Vu<= 7.31 PhiVc/2 <Vu<= 7 .32 PhiVc/2 < Vu <= 7.32 PhiVc/2 < Vu <= 7.33 PhiVc/2 <Vu<= 7 .34 PhiVc/2 < Vu <= 7.35 PhiVc/2 <Vu<= 7 .36 PhNc/2 < Vu <= 7.37 PhiVc/2 <Vu<= 7.38 PhiVc/2 <Vu<= 7 .39 PhiVc/2 < Vu <= 7.40 PhiVc/2 <Vu<= 7.41 PhNc/2 <Vu<= 7.42 PhiVc/2 < Vu <= 7.43 PhiVc/2 <Vu<= 7 .45 PhiVc/2 < Vu <= 7.46 PhiVc/2 < Vu <= 7.48 PhiVc/2 <Vu<= 7.49 PhiVc/2 <Vu<= 7.51 PhiVc/2 <Vu<= 7 .52 PhiVc/2 < Vu <= 7.54 PhiVc/2 <Vu<= 7.56 PhiVc/2 <Vu<= 7.58 PhiVc/2 <Vu<= 7 .60 PhiVc/2 < Vu <= 7.63 PhiVc/2 <Vu<= 7.65 PhiVc/2 <Vu<= 7.68 PhiVc/2 < Vu <= 7 .69 PhiV c/2 < Vu <= 7.69 7.69 7.69 7.69 7.69 PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Vu< PhiVc/2 Vu< PhNc/2 Phi*Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 - Phi*Vn Spacing (in) (k) Req'd Suggest 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.7 14.7 14.7 14.7 14.7 14.7 14.7 14.8 14.8 14.8 14.8 14.8 14.8 14.9 14.9 14.9 14.9 15.0 15.0 15.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.5 Min 11.4.5 15.0 5.5 Not Re!Phge 113-of 1 siP.O Not Reqd 7.7 0.0 5.0 5.0 5.0 0.0 0.0 - .. .. • .. • • • • -• • • ' . - ---- -- - -------·- - Description : CB-4 Detailed Shearlnformation Load Combination +f.26b+1.60L.r-+{l,50L. +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr +O.SOL +1.20D+ 1.60Lr+0.50L + 1.20D+ 1. 60Lr +O. SOL +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr +O.SOL +1.20D+ 1.60Lr +O.SOL +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr +O.SOL + 1.20D+ 1.60Lr +O .SOL +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L Span Number Distance 'd' (ft) (in) 2.87 11.00 2.90 11.00 2.94 11.00 2.98 11.00 3.02 11.00 3.05 11.00 3.09 11.00 3.13 11.00 3.16 11.00 3.20 11.00 3.24 11.00 3.28 11.00 3.31 11.00 3.35 11.00 3.39 11.00 3.42 11.00 3.46 11.00 3.50 11.00 3.54 11.00 3.57 11.00 3.61 11.00 3.65 11.00 3.69 11.00 3.72 11.00 3.76 11.00 3.80 11.00 3.83 11.00 3.87 11.00 3.91 11.00 3.95 11.00 3.98 11.00 4.02 11.00 4.06 11.00 4.09 11.00 4.13 11.00 4.17 11.00 4.21 11.00 4.24 11.00 4.28 11.00 4.32 11.00 4.36 11.00 4.39 11.00 4.43 11.00 4.47 11.00 4.50 11.00 4.54 11.00 4.58 11.00 4.62 11.00 4.65 11.00 4.69 11.00 4.73 11.00 4.76 11.00 4.80 11.00 4.84 11.00 Vu (k) Actual Design 3.78 3.78 3.76 3.76 3.74 3.74 3.72 3.72 3.69 3.69 3.67 3.67 3.65 3.65 3.63 3.63 3.61 3.61 3.58 3.58 3.56 3.56 3.54 3.54 3.52 3.52 3.50 3.50 3.47 3.47 3.45 3.45 3.43 3.43 3.41 3.41 3.39 3.39 3.36 3.36 3.34 3.34 3.32 3.32 3.30 3.30 3.28 3.28 3.25 3.25 3.23 3.23 3.21 3.21 3.19 3.19 3.17 3.17 3.14 3.14 3.12 3.12 3.10 3.10 3.08 3.08 3.06 3.06 3.03 3.03 3.01 3.01 2.99 2.99 2.97 2.97 2.95 2.95 2.92 2.92 2.90 2.90 2.88 2.88 2.86 2.86 2.84 2.81 2.79 2.77 2.75 2.72 2.70 2.68 2.66 2.64 2.61 2.84 2.81 2.79 2.77 2.75 2.72 2.70 2.68 2.66 2.64 2.61 Mu d*Vu/Mu (k-ft) 2.67 1.00 Phi*Vc (k) 7.69 2.53 1.00 7 .69 2.39 1.00 7.69 2.25 1.00 7.69 2.11 1.00 7.69 1.97 1.00 7.69 1.84 1.00 7.69 1.70 1.00 7.69 1.57 1.00 7.69 1.43 1.00 7.69 1.30 1.00 7 .69 1.17 1.00 7.69 1.04 1.00 7.69 0.91 1.00 7.69 0.78 1.00 7.69 0.65 1.00 7 .69 0.52 1.00 7 .69 0.39 1.00 7.69 0.26 1.00 7.69 0.14 1.00 7 .69 0.01 1.00 7.69 0.11 1.00 7.69 0.23 1.00 7.69 0.36 1.00 7 .69 0.48 1.00 7.69 0.60 1.00 7.69 0.72 1.00 7 .69 0.84 1.00 7.69 0.95 1.00 7.69 1.07 1.00 7.69 1.19 1.00 7.69 1.30 1.00 7.69 1.42 1.00 7 .69 1.53 1.00 7.69 1.65 1.00 7.69 1.76 1.00 7.69 1.87 1.00 7 .69 1.98 1.00 7.69 2.09 1.00 7.69 2.20 1.00 7 .69 2.31 1.00 7.69 2.42 1.00 7 .69 2.52 1.00 7 .69 2.63 2.73 2.84 2.94 3.05 3.15 3.25 3.35 3.45 3.55 3.64 0.99 0.94 0.90 0.86 0.83 0.79 0.76 0.73 0.71 0.68 0.66 7.68 7.65 7.61 7.58 7.55 7.52 7.50 7.47 7.45 7.43 7.41 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Phi*Vn Spacing (in) (k) Req'd Suggest -------------- 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 7.6 7.6 7.6 7.6 7.5 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 7.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 7.5 0.0 Not Reqd 7.5 0.0 Not RefPiige 11,Hit 15g).O Not Reqd 7.4 0.0 Description : CB-4 Detailed Shear Information Load Combination + f20D+1.60Lr-+0.50L + 1.20D+ 1.60Lr +O.SOL +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL + 1.20D+ 1.60Lr +O .SOL + 1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL + 1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.20D+ 1.60Lr+0.50L + 1.20D+ 1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L + 1.20D+ 1.60Lr+0.50L +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0 .50Lr + 1 .60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+O .50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+O .50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H Span Number Distance 'd' (ft) (in) 4.88 11.00 4.91 11.00 4.95 11.00 4.99 11.00 5.03 11.00 5.06 11.00 5.10 11.00 5.14 11.00 5.17 11.00 5.21 11.00 5.25 11.00 5.29 11.00 5.32 11.00 5.36 11.00 5.40 11.00 5.43 11.00 5.47 11.00 5.51 11.00 5.55 11.00 5.58 11.00 5.62 11.00 5.66 11.00 5.70 11.00 5.73 11.00 5.77 11.00 5.81 11.00 5.84 5.88 5.92 5.96 5.99 6.03 6.07 6.10 6.14 6.18 6.22 6.25 6.29 6.33 6.37 6.40 6.44 6.48 6.51 6.55 6.59 6.63 6.66 6.70 6.74 6.77 6.81 6.85 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 Vu (k) Actual Design 2.59 2.59 2.57 2.57 2.55 2.55 2.53 2.50 2.48 2.46 2.44 2.42 2.39 2.37 2.35 2.33 2.31 2.28 2.26 2.24 2.22 2.20 2.17 2.15 2.13 2.11 2.09 2.06 2.04 2.02 2.00 1.98 1.96 1.94 1.92 1.90 1.89 1.87 1.85 1.83 1.81 1.79 1.77 1.75 1.74 1.72 1.70 1.68 1.66 1.64 1.62 1.60 1.59 1.57 1.55 1.53 1.51 2.53 2.50 2.48 2.46 2.44 2.42 2.39 2.37 2.35 2.33 2.31 2.28 2.26 2.24 2.22 2.20 2.17 2.15 2.13 2.11 2.09 2.06 2.04 2.02 2.00 1.98 1.96 1.94 1.92 1.90 1.89 1.87 1.85 1.83 1.81 1.79 1.77 1.75 1.74 1.72 1.70 1.68 1.66 1.64 1.62 1.60 1.59 1.57 1.55 1.53 1.51 -Rie:'c:~IK11Jt1Dropfui~314iif:FJICi\C[u[.c1\rnollels\Eoercaic1Huif~ ~E:6. ' -·-· • ·.-ENERCALC;JN!}. j983-2013, B11ild:6.13.8.3t 31 Mu d*Vu/Mu (k-ft) -- 3.74 0.64 3.84 0.61 3.93 0.59 4.03 4.12 4.21 4.31 4.40 4.49 4.58 4.66 4.75 4.84 4.93 5.01 5.10 5.18 5.26 5.35 5.43 5.51 5.59 5.67 5.74 5.82 5.90 5.97 5.70 5.77 5.85 5.92 5.99 6.06 6.13 6.20 6.27 6.34 6.41 6.48 6.54 6.61 6.67 6.74 6.80 6.86 6.93 6.99 7.05 7.11 7.17 7.23 7.28 7.34 7.40 0.58 0.56 0.54 0.52 0.51 0.49 0.48 0.47 0.45 0.44 0.43 0.42 0.41 0.40 0.39 0.38 0.37 0.36 0.35 0.34 0.33 0.32 0.32 0.31 0.32 0.31 0.31 0.30 0.29 0.29 0.28 0.28 0.27 0.26 0.26 0.25 0.25 0.24 0.24 0.23 0.23 0.22 0.22 0.22 0.21 0.21 0.20 0.20 0.19 0.19 0.19 Phi*Vc (k) 7.39 7.38 7.36 7.34 7.33 7.31 7.30 7.29 7.28 7.26 7.25 7.24 7.23 7.22 7.21 7.20 7.20 7.19 7.18 7.17 7.16 7.16 7.15 7.14 7.14 7.13 7.12 7.13 7.13 7.12 7.12 7.11 7.11 7.10 7.10 7.09 7.09 7.08 7.08 7.07 7.07 7.07 7.06 7.06 7.05 7.05 7.05 7.04 7.04 7.04 7.03 7.03 7.03 7.02 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k) NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Phi*Vn Spacing (in) (k) Req'd Suggest 7.4 0.0 0.0 7.4 0.0 0.0 7.4 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.1 0.0 7.0 0.0 7.0 0.0 7.0 0.0 7.0 0.0 7.0 0.0 7.0 0.0 Not Reqd 7.0 0.0 Not Rel!l-lige 11 irnf 15gl.O Not Reqd 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - - --- - • .. • • • • • • • I'll • • • • • .. -- -- Concrete Beam Description : CB-4 Detailed Shear Information load Combination + 1.20D..0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L + 1.60H + 1.20D+0 .50Lr + 1.60L + 1. 60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+ 1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1. 60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H + 1.20D+ 1.60L +0.50S+1.60H + 1.20D+0 .SO Lr+ 1.60L + 1.60H + 1.200+0 .50Lr + 1.60L + 1. 60H +1.200+0.SOLr+ 1.60L + 1.60H + 1.200+0.SOLr+ 1.60L + 1.60H + 1.200+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L + 1.60H +1.200+0.SOLr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.20D+0 .SO Lr+ 1.60L + 1.60H Span Number Distance 'd' (It) (in) 6.89 11.00 6.92 11.00 6.96 11.00 7.00 11.00 7.04 11.00 7.07 11.00 7.11 11.00 7.15 11.00 7.18 11.00 7.22 11.00 7.26 11.00 7.30 11.00 7.33 11.00 7.37 11.00 7.41 11.00 7.44 11.00 7.48 11.00 7.52 11.00 7.56 11.00 7.59 11.00 7.63 11.00 7.67 11.00 7.71 11.00 7.74 11.00 7.78 11.00 7.82 11.00 7.85 11.00 7.89 11.00 7.93 11.00 7.97 11.00 8.00 11.00 8.04 11.00 8.08 11.00 8.11 11.00 8.15 11.00 8.19 11.00 8.23 11.00 8.26 11.00 8.30 11.00 8.34 11.00 8.38 11.00 8.41 11.00 8.45 11.00 8.49 11.00 8.52 11.00 8.56 11.00 8.60 11.00 8.64 11.00 8.67 11.00 8.71 11.00 8.75 11.00 8.78 11.00 8.82 11.00 8.86 11.00 Vu (k) Actual Design 1.49 1.49 1.47 1.47 1.45 1.45 1.43 1.43 1.42 1.42 1.40 1.40 1.38 1.38 1.36 1.36 1.34 1.34 1.32 1.32 1.30 1.30 1.28 1.28 1.27 1.27 1.25 1.25 1.23 1.23 1.21 1.21 1.19 1.19 1.17 1.17 1.15 1.15 1.13 1.13 1.12 1.10 1.08 1.06 -0.32 -0.33 -0.35 -0.37 -0.38 -0.40 -0.42 -0.44 -0.45 -0.47 -0.49 -0.51 -0.52 -0.54 -0.56 -0.57 -0.59 -0.61 -0.63 -0.65 -0.67 -0.69 -0.70 -0.72 -0.74 -0.76 -0.78 -0.80 -0.82 -0.84 1.12 1.10 1.08 1.06 0.32 0.33 0.35 0.37 0.38 0.40 0.42 0.44 0.45 0.47 0.49 0.51 0.52 0.54 0.56 0.57 0.59 0.61 0.63 0.65 0.67 0.69 0.70 0.72 0.74 0.76 0.78 0.80 0.82 0.84 Mu (k-lt) 7.45 7.51 7.56 7.62 7.67 7.72 7.77 7.83 7.88 7.93 7.97 8.02 8.07 8.12 8.16 8.21 8.25 8.30 8.34 8.38 8.42 8.47 8.51 8.55 8.09 8.07 8.06 8.05 8.03 8.02 8.00 7.99 7.97 7.95 7.94 7.92 7.90 7.88 7.86 7.84 8.28 8.26 8.24 8.21 8.19 8.16 8.14 8.11 8.08 8.06 8.03 8.00 7.97 7.94 d'Vu/Mu Phi'Vc (k) 0.18 7.02 0.18 7.02 0.18 7.01 0.17 7.01 0.17 7.01 0.17 7.01 0.16 7.00 0.16 7.00 0.16 7.00 0.15 6.99 0.15 6.99 0.15 6.99 0.14 6.99 0.14 6.98 0.14 6.98 0.14 6.98 0.13 6.98 0.13 6.98 0.13 6.97 0.12 6.97 0.12 0.12 0.12 0.11 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.06 0.06 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.08 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.10 6.97 6.97 6.96 6.96 6.90 6.90 6.90 6.90 6.90 6.91 6.91 6.91 6.91 6.91 6.91 6.92 6.92 6.92 6.92 6.92 6.92 6.92 6.93 6.93 6.93 6.93 6.93 6.94 6.94 6.94 6.94 6.94 6.95 6.95 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 7.0 7.0 7.0 6.9 6.9 6.9 6.9 6.9 6.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 6.9 0.0 0.0 Not Reqd 6.9 0.0 0.0 Not Relllbge 116-~f 15g).O 0.0 Not Reqd 6.9 0.0 0.0 I. I II,, Description : CB-4 Detailed Shear Information Span Load Combination Number +1.20b+0.50Lr + 1.60l + 1.60H . +1.20D+0.50Lr+1.60l +1.60H + 1.20D+0.50Lr+ 1.60l + 1.60H + 1.20D+0.50Lr+ 1.60l + 1.60H +1.200+0.SOLr+ 1.60l + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D->0.50Lr+1.60L +1.60H +1.20D->0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+ 1.60l + 1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0 .50lr + 1.60l + 1.60H + 1.200+0.SOlr + 1. 60l + 1.60H + 1.20D+0.50lr+1.60l + 1.60H + 1.200+0.SOLr+ 1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H + 1.200+0.SOLr+ 1.60l + 1.60H +1.20D+0.50Lr+1.60l +1.60H + 1.200+0 .50Lr + 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50lr + 1.60L + 1.60H + 1.200->0.SOLr+ 1.60L + 1.60H +1.20D->0.50Lr+1.60L +1.60H +1.200->0.SOLr+ 1.60L + 1.60H +1.20D->0.50Lr+1.60L +1.60H +1.20D->0.50Lr+1.60L +1.60H +1.20D->0.50Lr+1.60L +1.60H +1.20D->0.50Lr+1.60L +1.60H + 1.200->0.SOLr+ 1.60L + 1.60H +1.20D->0.50Lr+1.60L +1.60H + 1.200->0.SOLr + 1. 60L + 1. 60H + 1.200->0 .SO Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.200+0 .50Lr + 1.60L + 1.60H + 1.200+0 .50Lr + 1.60L + 1. 60H + 1.20D+ 1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50l +1.200+1.60Lr+0.50L + 1.200+ 1.60Lr +0.50L + 1.200+ 1. 60Lr +O .SOL + 1.200+ 1.60Lr +O .SOL + 1.200+ 1.60Lr +O .SOL +1.20D+1.60Lr+0.50L Distance 'd' Vu (k) (ft) (in) Actual Design ---------------------- 8.90 11.00 -0.85 0.85 8.93 11.00 -0.87 0.87 8.97 11.00 -0.89 0.89 9.01 11.00 -0.91 0.91 9.05 11.00 -0.93 0.93 9.08 11.00 -0.95 0.95 9.12 11.00 -0.97 0.97 9.16 11.00 -0.99 0.99 9.19 11.00 -1.00 1.00 9.23 11.00 -1.02 1.02 ~ll 11.00 ~]4 1.M 9.31 11.00 -1.06 1.06 ~M 11]0 ~]8 1~ 9.38 11.00 -1.10 1.10 9.42 11.00 -1.12 1.12 9.45 11.00 -1.14 1.14 9.49 11.00 -1.15 1.15 9.53 11.00 -1.17 1.17 9.57 11.00 -1.19 1.19 9.60 11.00 -1.21 1.21 9.64 11.00 -1.23 1.23 9.68 11.00 -1.25 1.25 9.72 11.00 -1.27 1.27 ~~ 11m ~.29 1.29 9.79 11.00 -1.30 1.30 9.83 11.00 -1.32 1.32 9.86 11.00 -1.34 1.34 9.90 11.00 -1.36 1.36 9.94 11.00 -1.38 1.38 9.98 11.00 -1.40 1.40 10.01 11.00 -1.42 1.42 10.05 11.00 -1.44 1.44 10.09 11.00 -1.45 1.45 10.12 11.00 -1.47 1.47 10.16 11.00 -1.49 1.49 10.20 11.00 -1.51 1.51 10.24 11.00 -1.53 1.53 10.27 11.00 -1.55 1.55 10.31 11.00 -1.57 1.57 10.35 11.00 -1.59 1.59 10.39 11.00 -1.61 1.61 10.42 11.00 -1.63 1.63 10.46 11.00 -1.65 1.65 10.50 11.00 -1.67 1.67 10.53 11.00 -1.69 1.69 10.57 11.00 -1.72 1.72 10.61 11.00 -1.74 1.74 10.65 11.00 -1.76 1.76 10.68 10.72 10.76 10.79 10.83 10.87 11.00 11.00 11.00 11.00 11.00 11.00 -1.78 -1.80 -1.83 -1.85 -1.87 -1.89 1.78 1.80 1.83 1.85 1.87 1.89 . urt\Propbox\1314-0P;.1\CACI..UL:.t\models\Enercalc\l-lUTI0~4.ECt · iE~RCALC, INC. 1983-2{}13, Sulld:6.13.8.31, Ver:6. 13.1!.31 Mu (k-ft) 7.91 7.87 d'Vu/Mu Phi'Vc (k) 0.10 6.95 0.10 6.95 7.84 0.10 6.95 7.81 0.11 6.96 7.77 0.11 6.96 7.74 0.11 6.96 7.70 0.12 6.96 7.67 0.12 6.97 7.63 0.12 6.97 7.59 0.12 6.97 7.55 0.13 6.97 7.51 0.13 6.98 7.47 0.13 6.98 7.43 0.14 6.98 7.39 0.14 6.98 7.35 0.14 6.99 7.31 0.14 6.99 7.26 0.15 6.99 7.22 0.15 6.99 7.18 0.15 7.00 7.13 0.16 7.00 7.08 0.16 7.00 7.04 0.17 7.00 6.99 0.17 7.01 6.94 0.17 7.01 6.89 0.18 7.01 6.84 0.18 7.02 6.79 0.18 7.02 6.74 0.19 7.02 6.69 0.19 7.03 6.64 0.20 7 .03 6.58 0.20 7.03 6.53 0.20 7.04 6.48 0.21 7.04 6.42 0.21 7.04 6.37 0.22 7.05 6.31 0.22 7.05 6.25 0.23 7.06 6.19 0.23 7.06 6.13 0.24 7.06 6.57 0.22 7.05 6.51 0.23 7.06 6.45 0.23 7.06 6.39 0.24 7.07 6.32 0.25 7 .07 6.26 0.25 7.08 6.20 0.26 7 .08 6.13 0.26 7.09 6.07 6.00 5.93 5.86 5.79 5.72 0.27 0.28 0.28 0.29 0.30 0.30 7.09 7.10 7.10 7.11 7.11 7.12 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu<PhNc/2 Vu< PhiVc/2 Vu<PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.0 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 7.1 0.0 0.0 Not Reqd 7.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 7.1 0.0 Not Re1?"bge 11 j.bf 159'.0 Not Reqd 7.1 0.0 • • I I I l I I • • .. .. • .... .... -·---- ..... ... - --- 1---. ------ - i Concrete Beam L·--. I. I 11.. Description : CB-4 Detailed Shear Information Load Combination +1.200+1.60Lr-+-0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+ 1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+ 1.60Lr+0.50L +1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr +O .50L +1.200+ 1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+ 1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+ 1.60Lr+0.50L +1.200+ 1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+ 1.60Lr+0.50L +1.200+ 1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L Span Number Distance 'd' (ft) (in) 10.91 11.00 10.94 11.00 10.98 11.00 11.02 11.00 11.06 11.00 11.09 11.00 11.13 11.00 11.17 11.00 11.20 11.00 11.24 11.00 11.28 11.00 11.32 11.00 11.35 11.00 11.39 11.00 11.43 11.00 11.46 11.00 11.50 11.00 11.54 11.00 11.58 11.00 11.61 11.00 11.65 11.00 11.69 11.00 11.73 11.00 11.76 11.00 11.80 11.00 11.84 11.00 11.87 11.00 11.91 11.00 11.95 11.00 11.99 11.00 12.02 11.00 12.06 11.00 12.10 11.00 12.13 11.00 12.17 11.00 12.21 11.00 12.25 11.00 12.28 11.00 12.32 11.00 12.36 11.00 12.40 11.00 12.43 11.00 12.47 11.00 12.51 11.00 12.54 11.00 12.58 11.00 12.62 11.00 12.66 11.00 12.69 11.00 12.73 11.00 12.77 11.00 12.80 11.00 12.84 11.00 12.88 11.00 Vu (k) Actual Design -1.91 1.91 -1.94 1.94 -1.96 1.96 -1.98 -2.00 -2.02 -2.05 -2.07 -2.09 -2.11 -2.14 -2.16 -2.18 -2.20 -2.22 -2.25 -2.27 -2.29 -2.31 -2.33 -2.36 -2.38 -2.40 -2.42 -2.44 -2.47 -2.49 -2.51 -2.53 -2.55 -2.58 -2.60 -2.62 -2.64 -2.66 -2.69 -2.71 -2.73 -2.75 -2.77 -2.80 -2.82 -2.84 -2.86 -2.88 -2.91 -2.93 -2.95 -2.97 -2.99 -3.02 -3.04 -3.06 -3.08 1.98 2.00 2.02 2.05 2.07 2.09 2.11 2.14 2.16 2.18 2.20 2.22 2.25 2.27 2.29 2.31 2.33 2.36 2.38 2.40 2.42 2.44 2.47 2.49 2.51 2.53 2.55 2.58 2.60 2.62 2.64 2.66 2.69 2.71 2.73 2.75 2.77 2.80 2.82 2.84 2.86 2.88 2.91 2.93 2.95 2.97 2.99 3.02 3.04 3.06 3.08 Mu (k-ft) 5.65 5.58 5.51 5.43 5.36 5.29 5.21 5.13 5.06 4.98 4.90 4.82 4.74 4.66 4.57 4.49 4.41 4.32 4.24 4.15 4.06 3.97 3.89 3.80 3.71 3.61 3.52 3.43 3.34 3.24 3.14 3.05 2.95 2.85 2.75 2.66 2.55 2.45 2.35 2.25 2.14 2.04 1.94 1.83 1.72 1.61 1.51 1.40 1.29 1.17 1.06 0.95 0.84 0.72 d'Vu/Mu Phi'Vc (k) 0.31 7.12 0.32 7.13 0.33 7.14 0.33 0.34 0.35 0.36 0.37 0.38 0.39 0.40 0.41 0.42 0.43 0.45 0.46 0.47 0.49 0.50 0.52 0.53 0.55 0.57 0.58 0.60 0.63 0.65 0.67 0.70 0.72 0.75 0.78 0.81 0.85 0.89 0.93 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.14 7.15 7.16 7.17 7.17 7.18 7.19 7.20 7.21 7.22 7.23 7.24 7.25 7.26 7.27 7.28 7.29 7.31 7.32 7.34 7.35 7.37 7.38 7.40 7.42 7.44 7.46 7.49 7.51 7.54 7.57 7.60 7.63 7.67 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Phi'Vn Spacing (in) (k) Req'd Suggest 7.1 0.0 0.0 7.1 0.0 0.0 7.1 0.0 0.0 7.1 7.2 0.0 0.0 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.2 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.3 0.0 0.0 7.4 0.0 0.0 7.4 0.0 0.0 7.4 0.0 0.0 7.4 0.0 0.0 7.4 0.0 0.0 7.4 0.0 0.0 7.5 0.0 0.0 7.5 0.0 0.0 7.5 0.0 0.0 7.5 0.0 0.0 7.6 0.0 0.0 7.6 0.0 0.0 7.6 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 Not Reqd 7.7 0.0 Not Relllage 118-bf 15g).O Not Reqd 7.7 0.0 0.0 0.0 0.0 0.0 Description : CB-4 Detailed Shear Information Load Combination +1.20D+1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L + 1.200+ 1.60Lr->-O .SOL + 1.200+ 1.60Lr->-O .SOL +1.20D+1.60Lr->-0.50L + 1.200+ 1.60Lr->-O .SOL +1.20D+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.200+1.60Lr->-0.50L +1.200+1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L + 1.200+ 1.60Lr ->-0 .SOL +1.20D+1.60Lr->-0.50L +1.200+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.200+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L + 1.200+ 1. 60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.200+1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L + 1.200+ 1.60Lr->-O .SOL +1.20D+1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L +1.200+1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L +1.200+1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L + 1.200+ 1.60Lr ->-0 .SOL + 1.200+ 1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L + 1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L +1.200+ 1.60Lr->-0.50L +1.20D+1.60Lr->-0.50L Span Number Distance 'd' (ft) (in) 12.92 11.00 12.95 11.00 12.99 11.00 13.03 11.00 13.07 11.00 13.10 11.00 13.14 11.00 13.18 11.00 13.21 11.00 13.25 11.00 13.29 11.00 13.33 11.00 13.36 11.00 13.40 11.00 13.44 11.00 13.47 11.00 13.51 11.00 13.55 11.00 13.59 11.00 13.62 11.00 13.66 11.00 13.70 11.00 13.74 11.00 13.77 11.00 13.81 11.00 13.85 11.00 13.88 11.00 13.92 11.00 13.96 11.00 14.00 11.00 14.03 11.00 14.07 11.00 14.11 11.00 14.14 11.00 14.18 11.00 14.22 11.00 14.26 11.00 14.29 11.00 14.33 11.00 14.37 11.00 14.41 11.00 14.44 11.00 14.48 11.00 14.52 11.00 14.55 11.00 14.59 11.00 14.63 11.00 14.67 11.00 14.70 11.00 14.74 11.00 14.78 11.00 14.81 11.00 14.85 11.00 14.89 11.00 Vu (k) Actual Design -3.11 3.11 -3.13 3.13 -3.15 3.15 -3.17 3.17 -3.19 3.19 -3.22 3.22 -3.24 3.24 -3.26 3.26 -3.28 3.28 -3.30 3.30 -3.33 3.33 -3.35 3.35 -3.37 3.37 -3.39 3.39 -3.41 -3.44 -3.46 -3.48 -3.50 -3.52 -3.55 -3.57 -3.59 -3.61 -3.63 -3.66 -3.68 -3.70 -3.72 -3.74 -3.77 -3.79 -3.81 -3.83 -3.85 -3.88 -3.90 -3.92 -3.94 -3.96 -3.99 -4.01 -4.03 -4.05 -4.08 -4.10 -4.12 -4.14 -4.16 -4.19 -4.21 -4.23 -4.25 -4.27 3.41 3.44 3.46 3.48 3.50 3.52 3.55 3.57 3.59 3.61 3.63 3.66 3.68 3.70 3.72 3.74 3.77 3.79 3.81 3.83 3.85 3.88 3.90 3.92 3.94 3.96 3.99 4.01 4.03 4.05 4.08 4.10 4.12 4.14 4.16 4.19 4.21 4.23 4.25 4.27 Mu d*Vu/Mu Phi*Vc Comment (k-ft) (k) 0.61 0.49 0.37 0.26 0.14 0.02 0.10 0.22 0.34 0.47 0.59 0.71 0.84 0.96 1.09 1.22 1.35 1.48 1.61 1.74 1.87 2.00 2.13 2.27 2.40 2.54 2.68 2.81 2.95 3.09 3.23 3.37 3.51 3.65 3.80 3.94 4.09 4.23 4.38 4.52 4.67 4.82 4.97 5.12 5.27 5.42 5.58 5.73 5.89 6.04 6.20 6.35 6.51 6.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.96 0.93 0.90 0.87 0.85 0.83 0.80 0.78 0.76 0.74 0.73 0.71 0.69 0.68 0.66 0.65 0.64 0.62 0.61 0.60 0.59 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 7.69 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 7 .69 Vu < PhiVc/2 7.69 Vu < PhiVc/2 7.69 Vu< PhiVc/2 7 .69 Vu < PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu < PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu < PhiVc/2 7.69 Vu< PhiVc/2 7 .69 Vu < PhiVc/2 7.69 Vu < PhiVc/2 7 .69 Vu < PhiVc/2 7.69 Vu< PhiVc/2 7.69 Vu< PhiVc/2 7 .69 Vu < PhiVc/2 7.66 PhiVc/2 <Vu<= 7.64 PhiVc/2 <Vu<= 7 .61 PhiVc/2 < Vu <= 7.59 PhiVc/2 <Vu<= 7 .57 PhiVc/2 < Vu <= 7.55 PhiVc/2 <Vu<= 7.53 PhiVc/2 <Vu<= 7 .51 PhiVc/2 <Vu<= 7.50 PhiVc/2 <Vu<= 7 .48 PhiVc/2 < Vu <= 7.47 PhiVc/2 <Vu<= 7.45 PhiVc/2 <Vu<= 7.44 PhiVc/2 <Vu<= 7.43 PhiVc/2 < Vu <= 7.41 PhiVc/2 <Vu<= 7.40 PhiVc/2 < Vu <= 7.39 PhiVc/2 <Vu<= 7.38 PhiVc/2 <Vu<= 7.37 PhiVc/2 <Vu<= 7.36 PhiVc/2 <Vu<= 7.35 PhiVc/2 < Vu <= Phi*Vs (k) Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Phi*Vn Spacing Qn) (k) Req'd Suggest - -------__ ,_ ---- 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 7.7 0.0 0.0 14.9 5.5 5.0 14.9 5.5 5.0 14.9 5.5 5.0 14.9 5.5 5.0 14.8 5.5 5.0 14.8 5.5 5.0 14.8 5.5 5.0 14.8 5.5 5.0 14.8 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.7 5.5 5.0 14.6 5.5 5.0 Min 11.4.5 14.6 5.5 5.0 Min 11.MJge 11~-~f 15gi.S 5.0 Min 11.4.5 14.6 5.5 5.0 - -- • • • • • • • • II • I -• ,.. • - ·- ..,,., - - --... - Description : CB-4 Detailed Shear Information Load Combination +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50l +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50l +1.20D+1.60Lr..0.50L + 1.20D+ 1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L + 1.ZOD+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60lr..0.50L + 1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.ZOD+1.60lr..0.50L +1.20D+1.60Lr..0.50L + 1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.200+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.200+1.60Lr..0.50L + 1.200+ 1.60Lr..0.50L +1.20D+1.60Lr->-0.50L + 1.20D+ 1 .60Lr-+-0 .SOL +1.20D+1.60Lr->-0.50L + 1.20D+ 1.60Lr ..0 .SOL + 1.20D+ 1.60lr+0.50l +1.200+1.60lr+0.50l +1.20D+1.60Lr..0.50L +1.20D+1.60Lr..0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr->-0.50L +1.200+1.60lr+0.50L +1.200+1.60Lr..0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.20D+1.60Lr+0.50L +1.200+1.60Lr+0.50L +1.200+1.60Lr-+-0.50L +1.20D+1.60Lr+0.50L + 1.20D+ 1.60Lr +O .SOL +1.ZOD+1.60Lr+0.50l Span Number Distance 'd' (ft) (in) 14.93 11.00 14.96 11.00 15.00 11.00 15.04 11.00 15.08 11.00 15.11 11.00 15.15 11.00 15.19 11.00 15.22 11.00 15.26 11.00 15.30 11.00 15.34 11.00 15.37 11.00 15.41 11.00 15.45 11.00 15.48 11.00 15.52 11.00 15.56 11.00 15.60 11.00 15.63 11.00 15.67 11.00 15.71 11.00 15.75 11.00 15.78 11.00 15.82 11.00 15.86 11.00 15.89 11.00 15.93 11.00 15.97 11.00 16.01 11.00 16.04 11.00 16.08 11.00 16.12 11.00 16.15 11.00 16.19 11.00 16.23 11.00 16.27 11.00 16.30 11.00 16.34 11.00 16.38 11.00 16.42 11.00 16.45 11.00 16.49 11.00 16.53 11.00 16.56 11.00 16.60 11.00 16.64 11.00 16.68 11.00 16.71 11.00 16.75 11.00 Vu (k) Actual Design -4.30 4.30 -4.32 4.32 -4.34 4.34 -4.36 4.36 -4.38 4.38 -4.41 4.41 -4.43 4.43 -4.45 4.45 -4.47 4.47 -4.49 4.49 -4.52 4.52 -4.54 4.54 -4.56 4.56 -4.58 4.58 -4.60 4.60 -4.63 4.63 -4.65 4.65 -4.67 4.67 -4.69 4.69 -4.71 4.71 -4.74 -4.76 -4.78 -4.80 -4.82 -4.85 -4.87 -4.89 -4.91 -4.93 -4.96 -4.98 -5.00 -5.02 -5.05 -5.07 -5.09 -5.11 -5.13 -5.16 -5.18 -5.20 -5.22 -5.24 -5.27 -5.29 -5.31 -5.33 -5.35 -5.38 4.74 4.76 4.78 4.80 4.82 4.85 4.87 4.89 4.91 4.93 4.96 4.98 5.00 5.02 5.05 5.07 5.09 5.11 5.13 5.16 5.18 5.20 5.22 5.24 5.27 5.29 5.31 5.33 5.35 5.38 Mu d"Vu/Mu (k-ft) 6.83 0.58 6.99 0.57 7.15 0.56 7.31 0.55 7.48 0.54 7.64 0.53 7.80 0.52 7.97 0.51 8.14 0.50 8.30 0.50 8.47 0.49 8.64 0.48 8.81 0.47 8.98 0.47 9.15 0.46 9.32 0.45 9.49 0.45 9.67 0.44 9.84 0.44 10.02 0.43 10.19 10.37 10.55 10.73 10.90 11.08 11.27 11.45 11.63 11.81 12.00 12.18 12.37 12.55 12.74 12.93 13.12 13.31 13.50 13.69 13.88 14.08 14.27 14.46 14.66 14.86 15.05 15.25 15.45 15.65 0.43 0.42 0.42 0.41 0.41 0.40 0.40 0.39 0.39 0.38 0.38 0.37 0.37 0.37 0.36 0.36 0.36 0.35 0.35 0.35 0.34 0.34 0.34 0.33 0.33 0.33 0.32 0.32 0.32 0.31 Phi"Vc (k) 7.34 7.34 7.33 7.32 7.31 7.30 7.30 7.29 7.28 7.28 7.27 7.27 7.26 7.25 7.25 7.24 7.24 7.23 7.23 7.22 7.22 Comment PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= 7 .22 PhiVc/2 < Vu <= 7.21 PhiVc/2 <Vu<= 7.21 PhiVc/2 <Vu<= 7.20 PhiVc/2 <Vu<= 7.20 PhiVc/2 < Vu <= 7 .20 PhiVc/2 < Vu <= 7.19 PhiVc/2 <Vu<= 7.19 PhiVc/2 <Vu<= 7.18 PhiVc/2 <Vu<= 7.18 PhiVc/2 <Vu<= 7.18 PhiVc/2 <Vu<= 7.17 PhiVc/2 <Vu<= 7.17 PhiVc/2 <Vu<= 7.17 PhiVc/2 <Vu<= 7.16 PhiVc/2 <Vu<= 7.16 PhiVc/2 <Vu<= 7.16 PhiVc/2 <Vu<= 7.16 PhiVc/2 <Vu<= 7.15 PhiVc/2 <Vu<= 7.15 PhiVc/2 <Vu<= 7.15 PhiVc/2 <Vu<= 7.15 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.14 PhiVc/2 <Vu<= 7.13 PhiVc/2 <Vu<= 7.13 PhiVc/2 <Vu<= 7.13 PhiVc/2 <Vu<= Phi"Vs (k) Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Min 11.4.5 Phi"Vn Spacing (in) (k) Req'd Suggest 14.6 5.5 5.0 14.6 5.5 5.0 14.6 5.5 5.0 14.6 5.5 5.0 14.6 5.5 5.0 14.6 5.5 5.0 14.6 5.5 5.0 14.6 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 5.5 5.0 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 14.4 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 5.5 5.0 Page 120 of 159 Description : CB-5 CODE REFERENCES· Calculations per ACI 318-08, IBC 2009, ASCE 7-10 Load Combination Set : IBC 2009 Material Ptoperties , • . fc :: 3.0 ksi <I> PhiValues fr= fc112 * 7.50 = 410.792 psi 'If Density :: 145.0 pct j} 1 A LtWt Factor 1.0 Elastic Modulus 3,122.0 ksi Fy-Stirrups E -Stirrups ------------- Flexure: 0.90 Shear: 0.750 :: 0.850 40.0ksi 29,000.0 ksi ty -Main Rebar 60.0 ksi Stirrup Bar Size # = # 3 E -Main Rebar :: 29,000.0 ksi Number of Resisting Legs Per Stirrup = 2 Load Combination IBC 2009 0(5.5) L(2.145) C .,. "' 18 in 24 in .,5· D(0.26) Lr(0.08) t t D(Oj.?S) y Cro$$ S~it&J~~inf~~itig Details 18" W X 24" h Span=26.0 ft Tee Section, Stem Width= 18.0 in, Total Height= 24.0 in, Top Flange Width= 24.0 in, Flange Thickness= 2.0 in Span #1 Reinforcing .... 3-#7 at 3.0 in from Top, from 0.0 to 26.0 ft in this span 3-#7 at 3.0 in from Bottom, from 0.0 to 26.0 ft in this span Appl~ Loads<:' Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.260, Lr= 0.080 klft, Tributary Width= 1.0 ft Point Load: D = 5.50, L = 2.145 k@7.750 ft Uniform Load: D = 0.750 kilt, Extent= 17.0--» 26.0 ft, Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span 0.600: 1 Typical Section -96.527 k-ft 160.803 k-ft +1.40D+0.50L +0.20S+E 0.000ft Span# 1 Mu: Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Load Combination Overall MAXimum DOnly L Only Lr Only L+Lr D+Lr D+L D+L+Lr Support 1 . 16.782. 14.191 1.687 1.040 2.727 15.232 15.798 16.782 Support2 18.077 .... 16.443 0.458 1.040 1.498 17.482 16.981 18.077 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Shear Stirrup Requirements Between 0.00 to 4.28 ft, PhiVc/2 <Vu<= PhiVc, Req'd Vs= Min 11 .5.6~Cuse-slirrups spaced at 9.000 in Between 4.33 to 22.65 ft, Vu< PhiVc/2, Req'd Vs= Not Reqd, use stirrups spaced at 0.000 in Between 22.71 to 25.94 ft, PhiVc/2 <Vu<= PhiVc, Req'd Vs= Min 11.5.6.3, use stirrups spaced at 9.000 in 0.009 in 0.000 in 0.043 in 0.000 in Desi n OK Ratio= Ratio= Ratio= Ratio= 34188 0<360 7207 999<180 Page 121 of 159 - ., • I ., .. • • I • .. " • • • Concrete Beam -F«e; c:1Users1K~1i14iJf.::11e>;::ci,uf.::1~\Eiiertaic\tiunoo.;4,Eci . . .. · E~~CALC, iNC; 11>~2013; $\illd:6.13.8.31, Vet:S:13.S:.31 Description : CB-5 Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Be_nding Stress Results ( k-ft) Segment length Span# in Span Mu: Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope ,., Span# 1 26.000 -96.53 160.80 0.60 +1.40D Span# 1 26.000 -93.70 160.80 0.58 +1.20D+0.50Lr+1.60L +1.60H Span# 1 26.000 -94.59 160.80 0.59 .... +1.20D+1.60L +O.SOS+1.60H Span# 1 26.000 -92.33 160.80 0.57 +1.20D+1.60Lr+0.50L Span# 1 26.000 -90.53 160.80 0.56 + 1.20D+ 1.60Lr +O .SOW -Span# 1 26.000 -87.52 160.80 0.54 +1.20D+0.50L +1.60S -Span# 1 26.000 -83.32 160.80 0.52 + 1.200+ 1.60S+0.80W Span# 1 26.000 -80.31 160.80 0.50 -+1.200+0.50lr+0.50l +1.60W Span# 1 26.000 -85.58 160.80 0.53 -+1.200+0.50L +0.50S+1.60W Span# 1 26.000 -83.32 160.80 0.52 -+1.400+0.SOL +0.20S+E Span# 1 26.000 -96.53 160.80 0.60 +1.40D+0.50l +0.20S-1.0E Span# 1 26.000 -96.53 160.80 0.60 +D.90D+1.60W+1.60H ..._ Span# 1 26.000 -60.23 160.80 0.37 +0.70D+E+1.60H Span# 1 26.000 -46.85 160.80 0.29 +D.70D-1.0E+1.60H Span# 1 1 26.000 -46.85 160.80 0.29 , .... Overall Maximum Deflections • Unfactored Loads load Combination Span Max."-" Defl Location in Span Load Combination Max."+" Deft Location in Span D+L+Lr 1 0.0433 12.740 0.0000 0.000 ~ .. Detailed Shear Information Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest -+1.40D+0.50L +0.20S-1.0E 0.00 21.00 20.70 20.70 96.53 0.38 30.77 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 ·• +1.40D+D.50L +0.20S-1.0E 0.06 21.00 20.65 20.65 95.33 0.38 30.78 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 +1.400+0.SOL +0.20S-1.0E 0.12 21.00 20.59 20.59 94.14 0.38 30.79 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 -+ 1.400+0.50L +0.20S-1.0E 0.17 21.00 20.53 20.53 92.95 0.39 30.81 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 +1.400+0.50L +0.20S-1.0E 0.23 21.00 20.48 20.48 91.77 0.39 30.82 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 -+1.400+0.50L +0.20S-1.0E 0.29 21.00 20.42 20.42 90.59 0.39 30.83 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 +1.400+0.50L +0.20S-1.0E 0.35 21.00 20.36 20.36 89.41 0.40 30.85 PhiVc/2 < Vu <= Min 11.5.6 46.2 9.8 9.0 -+1.40D+0.50L +0.20S-1.0E 0.40 21.00 20.30 20.30 88.23 0.40 30.86 PhiVc/2 < Vu <= Min 11.5.6 46.3 9.8 9.0 +1.400+0.50L +0.20S-1.0E 0.46 21.00 20.25 20.25 87.06 0.41 30.88 PhiVc/2 < Vu <= Min 11.5.6 46.3 9.8 9.0 -+1.40D+0.50L +0.20S-1.0E 20.19 85.90 0.41 30.89 PhiVc/2 < Vu <= Min 11.5.6 46.3 9.8 9.0 0.52 21.00 20.19 +1.400+0.50L +0.20S-1.0E 0.58 21.00 20.13 20.13 84.73 0.42 30.91 PhiVc/2 < Vu <= Min 11.5.6 46.3 9.8 9.0 -+1.40D+0.50L +0.20S-1.0E 21.00 20.07 20.07 83.57 0.42 30.92 PhNc/2 < Vu <= Min 11.5.6 46.3 9.8 9.0 0.64 -+ 1.400+0 .50L +O .20S-1. OE 0.69 21.00 20.02 20.02 82.41 0.43 30.94 PhiVc/2 < Vu <= Min 11.5.6 46.3 9.8 9.0 + 1.400+0.SOL +0.20S-1.0E 0.75 21.00 19.96 19.96 81.26 0.43 30.95 PhiVc/2 < Vu <= Min 11.5.6 46.4 9.8 9.0 +1.400+0.SOL +0.20S-1.0E 0.81 21.00 19.90 19.90 80.10 0.43 30.97 PhiVc/2 < Vu <= Min 11.5.6 46.4 9.8 9.0 -+ 1.40D+0.50L +0.20S-1.0E 0.87 21.00 19.85 19.85 78.96 0.44 30.99 PhiVc/2 < Vu <= Min 11.5.6 46.4 9.8 9.0 .... + 1. 400+0 .SOL +O .20S-1.0E 0.92 21.00 19.79 19.79 77.81 0.45 31.01 PhiVc/2 < Vu <= Min 11.5.6 46.4 9.8 9.0 +1.40D+0.50L +0.20S-1.0E 0.98 21.00 19.73 19.73 76.67 0.45 31.02 PhiVc/2 < Vu <= Min 11.5.6 46.4 9.8 9.0 -+1.40D+0.50L +0.20S-1.0E 1.04 21.00 19.67 19.67 75.53 0.46 31.04 PhiVc/2 < Vu <= Min 11.5.6 46.4 9.8 9.0 +1.400+0.SOL +0.20S-1.0E 1.10 21.00 19.62 19.62 74.40 0.46 31.06 PhiVc/2 < Vu <= Min 11.5.6 46.5 9.8 9.0 -+1.400+0.SOL +0.20S-1.0E 1.16 21.00 19.56 19.56 73.26 0.47 31.08 PhiVc/2 < Vu <= Min 11.5.6 46.5 9.8 9.0 + 1.400+0 .SOL +O .20S-1.0E 1.21 21.00 19.50 19.50 72.14 0.47 31.10 PhiVc/2 < Vu <= Min 11.~ge 11H,t 15gl.8 9.0 -+1.40D+0.50L +0.20S-1.0E 1.27 21.00 19.45 19.45 71.01 0.48 31.12 PhiVc/2 < Vu <= Min 11.5.6 46.5 9.8 9.0 Description : CB-5 Detailed Shear Information Span Load Combination Number +1AOD+0.50L <-0.20ST.OE +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.400+0 .SOL +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D..0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0 .SOL +O .20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0 .SOL +O .20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E Distance 'd' (It) (in) 1.33 21.00 1.39 21.00 1.44 21.00 1.50 21.00 1.56 21.00 1.62 21.00 1.68 21.00 1.73 21.00 1.79 21.00 1.85 21.00 1.91 21.00 1.96 21.00 2.02 21.00 2.08 21.00 2.14 21.00 2.20 21.00 2.25 21.00 2.31 21.00 2.37 21.00 2.43 21.00 2.48 21.00 2.54 21.00 2.60 21.00 2.66 21.00 2.72 21.00 2.77 21.00 2.83 21.00 2.89 21.00 2.95 21.00 3.00 21.00 3.06 21.00 3.12 21.00 3.18 21.00 3.24 21.00 3.29 21.00 3.35 21.00 3.41 21.00 3.47 21.00 3.52 21.00 3.58 21.00 3.64 21.00 3.70 21.00 3.76 21.00 3.81 21.00 3.87 21.00 3.93 21.00 3.99 21.00 4.04 21.00 4.10 21.00 4.16 21.00 4.22 21.00 4.28 21.00 4.33 21.00 4.39 21.00 Vu (k) Actual Design 19.39 19.39 19.33 19.33 19.27 19.27 19.22 19.22 19.16 19.16 19.10 19.10 19.05 19.05 18.99 18.99 18.93 18.93 18.87 18.87 18.82 18.82 18.76 18.76 18.70 18.70 18.65 18.65 18.59 18.59 18.53 18.53 18.47 18.47 18.42 18.42 18.36 18.36 Mu (k-ft) 69.89 68.77 67.65 66.54 65.43 64.33 63.23 62.13 61.03 59.94 58.85 57.77 56.68 55.60 54.53 53.46 52.39 51.32 50.26 18.30 18.30 49.20 18.24 18.24 48.14 18.19 18.19 47.09 18.13 18.13 46.04 18.07 18.07 45.00 18.02 18.02 43.95 17.96 17.96 42.91 17.90 17.90 41.88 17.84 17.84 40.85 17.79 17.79 39.82 17.73 17.73 38.79 17.67 17.67 37.77 17.62 17.62 36.75 17.56 17.56 17.50 17.50 17.44 17.44 17.39 17.39 17.33 17.33 17.27 17.27 17.22 17.22 17.16 17.16 17.10 17.10 17.04 17.04 16.99 16.99 16.93 16.93 16.87 16.87 16.81 16.81 16.76 16.76 16.70 16.70 16.64 16.64 16.59 16.59 16.53 16.53 16.47 16.47 16.41 16.41 16.36 16.36 35.73 34.72 33.71 32.70 31.70 30.70 29.71 28.71 27.72 26.74 25.75 24.77 23.80 22.82 21.85 20.89 19.92 18.96 18.01 17.05 16.10 15.16 . 1ln\odllls\Ellerl:a!CIH!J[f~4£C6 · · · · ~,lt3i; vei':<tn.s.31 d"Vu/Mu Phi"Vc Comment (k) 0.49 31.14 PhiVc/2 <Vu<= 0.49 31.16 PhiVc/2 <Vu<= 0.50 31.19 PhiVc/2 <Vu<= 0.51 31.21 PhiVc/2 <Vu<= 0.51 31.23 PhiVc/2 <Vu<= 0.52 31.26 PhiVc/2 <Vu<= 0.53 31.28 PhiVc/2 < Vu <= 0.53 31.31 PhiVc/2 <Vu<= 0.54 31.34 PhiVc/2 <Vu<= 0.55 31.36 PhiVc/2 <Vu<= 0.56 31.39 PhiVc/2 <Vu<= 0.57 31.42 PhiVc/2 <Vu<= 0.58 31.45 PhiVc/2 <Vu<= 0.59 31.48 PhiVc/2 < Vu <= 0.60 31.52 PhiVc/2 <Vu<= 0.61 31.55 PhiVc/2 <Vu<= 0.62 31.59 PhiVc/2 <Vu<= 0.63 31.62 PhiVc/2 < Vu <= 0.64 31.66 PhiVc/2 <Vu<= Phi"Vs (k) Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 0.65 31.70 PhiVc/2 <Vu<= Min 11.5.6 0.66 31.74 PhiVc/2 <Vu<= Min 11.5.6 0.68 31.78 PhiVc/2 <Vu<= Min 11.5.6 0.69 31.83 PhiVc/2 <Vu<= Min 11.5.6 0.70 31.88 PhiVc/2 <Vu<= Min 11.5.6 0.72 31.92 PhiVc/2 <Vu<= Min 11.5.6 0.73 31.97 PhiVc/2 <Vu<= Min 11.5.6 0.75 32.03 PhiVc/2 <Vu<= Min 11.5.6 0.76 32.08 PhiVc/2 <Vu<= Min 11.5.6 0.78 32.14 PhiVc/2 <Vu<= Min 11.5.6 0.80 32.20 PhiVc/2 < Vu <= Min 11.5.6 0.82 32.27 PhiVc/2 < Vu <= Min 11.5.6 0.84 32.33 PhiVC/2 < Vu <= Min 11.5.6 0.86 32.41 0.88 32.48 0.91 32.56 0.93 32.64 0.96 32.73 0.98 32.83 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Phi"Vn Spacing (in) (k) Req'd Suggest 46.5 9.8 9.0 46.6 9.8 9.0 46.6 9.8 9.0 46.6 9.8 9.0 46.6 9.8 9.0 46.7 9.8 9.0 46.7 9.8 9.0 46.7 9.8 9.0 46.7 9.8 9.0 46.8 9.8 9.0 46.8 9.8 9.0 46.8 9.8 9.0 46.9 9.8 9.0 46.9 9.8 9.0 46.9 9.8 9.0 47.0 9.8 9.0 47.0 9.8 9.0 47.0 9.8 9.0 47.1 9.8 9.0 47.1 9.8 9.0 47.1 9.8 9.0 47.2 9.8 9.0 47.2 9.8 9.0 47.3 9.8 9.0 47.3 9.8 9.0 47.4 9.8 9.0 47.4 9.8 9.0 47.5 9.8 9.0 47.5 9.8 9.0 47.6 9.8 9.0 47.7 9.8 9.0 47.7 9.8 9.0 47.8 9.8 47.9 9.8 48.0 9.8 48.0 9.8 48.1 9.8 48.2 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 48.3 9.8 1.00 32.88 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVC/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVC/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Min 11.5.6 48.3 9.8 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 0.0 0.0 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 Vu< PhiVc/2 Vu< PhiVc/2 Min 11.5.6 48.3 9.8 Min 11.5.6 48.3 9.8 Not Re~ge 123-Sf 15tP.O Not Reqd 32.9 0.0 -- • • .. • .. .. • .. • .. • • .. .. 11!11 • ., • • • - • • - • ,, .. ·- ------ - - - - - Description : CB-5 Detailed Shear Information Load Combination +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H Span Number Distance 'd' Vu (k) (ft) (in) Actual Design 4.45 21.00 16.30 16.30 4.51 21.00 16.24 16.24 4.56 21.00 16.19 16.19 4.62 21.00 16.14 16.14 4.68 21.00 16.08 16.08 4.74 21.00 16.03 16.03 4.80 21.00 15.98 15.98 4.85 21.00 15.93 15.93 4.91 21.00 15.88 15.88 4.97 21.00 15.83 15.83 5.03 21.00 15.78 15.78 5.08 21.00 15.72 15.72 5.14 21.00 15.67 15.67 5.20 21.00 15.62 15.62 5.26 21.00 15.57 15.57 5.32 21.00 15.52 15.52 5.37 21.00 15.47 15.47 5.43 21.00 15.42 15.42 5.49 21.00 15.37 15.37 5.55 21.00 15.31 15.31 5.60 21.00 15.26 15.26 5.66 21.00 15.21 15.21 5.72 21.00 15.16 15.16 5.78 21.00 15.11 15.11 5.84 21.00 15.06 15.06 5.89 21.00 15.01 15.01 5.95 21.00 14.95 14.95 6.01 21.00 14.90 14.90 6.07 21.00 14.85 14.85 6.12 21.00 14.80 14.80 6.18 21.00 14.75 14.75 6.24 21.00 14.70 14.70 6.30 21.00 14.65 14.65 6.36 21.00 14.60 14.60 6.41 21.00 14.54 14.54 6.47 21.00 14.49 14.49 6.53 21.00 14.44 14.44 6.59 21.00 14.39 14.39 6.64 21.00 14.34 14.34 6.70 21.00 14.29 14.29 6.76 21.00 14.24 14.24 6.82 21.00 14.18 14.18 6.88 21.00 14.13 14.13 6.93 21.00 14.08 14.08 6.99 21.00 14.03 14.03 7.05 21.00 13.98 13.98 7.11 21.00 13.93 13.93 7.16 21.00 13.88 13.88 7.22 21.00 13.83 13.83 7.28 21.00 13.77 13.77 7.34 21.00 13.72 13.72 7.40 21.00 13.67 13.67 7.45 21.00 13.62 13.62 7.51 21.00 13.57 13.57 Mu d'Vu/Mu Phi'Vc (k-ft} (k) 14.21 1.00 32.88 13.27 11.45 10.51 9.58 8.65 7.73 6.81 5.89 4.97 4.06 3.15 2.24 1.34 0.44 0.46 1.36 2.25 3.14 4.02 4.91 5.79 6.67 7.54 8.41 9.28 10.15 11.01 11.87 12.72 13.58 14.43 15.28 16.12 16.96 17.80 18.64 19.47 20.30 21.13 21.95 22.77 23.59 24.41 25.22 26.03 26.83 27.64 28.44 29.23 30.03 30.82 31.61 32.39 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 0.97 32.79 0.94 32.68 0.91 32.57 0.88 32.47 0.85 32.37 0.82 32.29 0.80 32.20 0.78 32.12 0.75 32.05 0.73 31.98 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi'Vs (k) NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.8 0.0 0.0 32.7 0.0 0.0 32.6 0.0 0.0 32.5 0.0 0.0 32.4 32.3 0.0 0.0 Not Reqd 32.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 32.1 0.0 Not Re1Jlhge 1 ~-\lit rnJl.O Not Reqd 32.0 0.0 Description : CB-5 Detailed Shear Information Span Load Combination Number + r.20-0+0:5olr+ l6oL + T.6oH +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W + 1.20D+ 1.60Lr+0.80W + 1.20D+ 1.60Lr +O .BOW +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W Distance 'd' (ft) (in) 7.57 21.00 7.63 21.00 7.68 21.00 7.74 21.00 7.80 21.00 7.86 21.00 7.92 21.00 7.97 21.00 8.03 21.00 8.09 21.00 8.15 21.00 8.20 21.00 8.26 21.00 8.32 21.00 8.38 21.00 8.44 21.00 8.49 21.00 8.55 21.00 8.61 21.00 8.67 21.00 8.72 21.00 8.78 21.00 8.84 21.00 8.90 21.00 8.96 21.00 9.01 21.00 9.07 21.00 9.13 21.00 9.19 21.00 9.24 21.00 9.30 21.00 9.36 21.00 9.42 21.00 9.48 21.00 9.53 21.00 9.59 21.00 9.65 21.00 9.71 21.00 9.76 21.00 9.82 21.00 9.88 21.00 9.94 21.00 10.00 21.00 10.05 21.00 10.11 21.00 10.17 21.00 10.23 21.00 10.28 21.00 10.34 21.00 10.40 21.00 10.46 21.00 10.52 21.00 10.57 21.00 10.63 21.00 Vu (k) Actual Design 13.52 13.52 13.47 13.47 13.41 13.41 13.36 13.36 4.47 4.47 4.41 4.41 4.36 4.36 4.30 4.30 4.25 4.25 4.19 4.19 4.13 4.13 4.08 4.08 4.02 4.02 3.96 3.96 3.91 3.91 3.85 3.85 3.79 3.79 3.74 3.74 3.68 3.68 3.62 3.62 3.57 3.51 3.46 3.40 3.34 3.29 3.23 3.17 3.12 3.06 3.00 2.95 2.89 2.83 2.78 2.72 2.67 2.61 2.55 2.50 2.44 2.38 2.33 2.27 2.21 2.16 2.10 2.04 1.99 1.93 1.88 1.82 1.76 1.71 3.57 3.51 3.46 3.40 3.34 3.29 3.23 3.17 3.12 3.06 3.00 2.95 2.89 2.83 2.78 2.72 2.67 2.61 2.55 2.50 2.44 2.38 2.33 2.27 2.21 2.16 2.10 2.04 1.99 1.93 1.88 1.82 1.76 1.71 Mu d'Vu/Mu Phi'Vc (k-ft) (k) 33.18 0.71 31.91 33.96 0.69 31.85 34.73 0.68 31.78 35.51 0.66 31.73 29.29 0.27 30.40 29.55 0.26 30.39 29 .80 0 .26 30 .37 30 .05 0 .25 30 .35 30 .30 0 .25 30 .33 30.54 0.24 30.31 30.78 0.23 30.30 31.02 0.23 30.28 31.25 0.23 30.26 31.48 0.22 30.25 31.71 0.22 30.23 31.93 0.21 30.22 32.15 0.21 30.20 32.37 0.20 30.18 32.59 0.20 30.17 32.80 0.19 30.16 33.00 33.21 33.41 33.61 33.80 33.99 34.18 34.37 34.55 34.73 34.90 35.07 35.24 35.41 35.57 35.73 35.89 36.04 36.19 36.33 36.48 36.61 36.75 36.88 37.01 37.14 37.26 37.38 37.50 37.61 37.72 37.83 37.93 38.03 0.19 30.14 0.19 30.13 0.18 30.11 0.18 30.10 0.17 30.09 0.17 30.07 0.17 30.06 0.16 30.05 0.16 30.04 0.15 30.02 0.15 30.01 0.15 30.00 0.14 29.99 0.14 29.98 0.14 29.96 0.13 29.95 0.13 29.94 0.13 29.93 0.12 29.92 0.12 29.91 0.12 29.90 0.11 29.89 0.11 29.88 0.11 29.87 0.10 29.86 0.10 29.85 0.10 29.84 0.10 29.83 0.09 29.82 0.09 29.81 0.09 29.80 0.08 29.79 0.08 29.78 0.08 29.77 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Phi'Vs (k) Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Phi'Vn Spacing (in) (k) Req'd Suggest 31.9 0.0 0.0 31.8 0.0 0.0 31.8 0.0 0.0 31.7 0.0 0.0 30.4 0.0 0.0 30.4 0.0 0.0 30.4 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.1 30.1 30.1 30.1 30.1 30.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.1 0.0 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 30.0 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.9 0.0 29.8 0.0 29.8 0.0 29.8 0.0 29.8 0.0 29.8 0.0 29.8 0.0 Not Reqd 29.8 0.0 Not RelJlbge 1 iU,t 15g).O Not Reqd 29.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 """' ,... - -.. .. • • • • • • I • • • I - ,. .. - - ·- -- - -.. -- Description : CB-5 Detailed Shear Information Load Combination +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+O.SOW + 1.200+ 1.60Lr +O .SOW +1.200+1.60Lr+O.SOW +1.200+1.60Lr+0.80W + 1.200+ 1.60Lr+O.SOW +1.20D+1.60Lr+0.80W +1.200+1.60Lr+O.SOW +1.20D+1.60Lr+O.SOW +1.200+1.60Lr+0.80W +1.20D+1.60Lr+O.SOW +1.200+ 1.60Lr+0.80W + 1.200+ 1.60Lr+0.80W +1.20D+1.60Lr+0.80W +1.200+1.60Lr+O.SOW + 1.20D+ 1.60Lr +O .SOW +1.200+ 1.60Lr+O.SOW +1.20D+1.60Lr+O.SOW +1.20D+1.60Lr+O.SOW +1.20D+1.60Lr+O.SOW + 1.200+ 1.60Lr+O.SOW +1.200+ 1.60Lr+O.SOW +1.20D+1.60L +O.SOS+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +O.SOS+1.60H + 1.200+ 1.60L +O.SOS+1.60H +1.200+1.60L +0.50S+1.60H + 1.200+ 1.60L +O .SOS+ 1.60H + 1.20D+ 1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H + 1.200+ 1.60L ..0.50S+1.60H +1.20D+1.60L +O.SOS+1.60H +1.200+1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.200+1.60L +0.50S+1.60H +1.200+1.60L +O.SOS+1.60H +1.200+ 1.60L +0.50S+1.60H + 1.200+ 1.60L +0.50S+1.60H +1.200+ 1.60L +0.50S+1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H + 1.20D+0 .50Lr + 1.60L + 1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.50Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.20D+050Lr+1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H +1.200+0.SOLr + 1.60L + 1.60H Span Number Distance 'd' (ft) (in) 10.69 21.00 10.75 21.00 10.80 21.00 10.86 21.00 10.92 21.00 10.98 21.00 11.04 21.00 11.09 21.00 11.15 21.00 11.21 21.00 11.27 21.00 11.32 21.00 11.38 21.00 11.44 21.00 11.50 21.00 11.56 21.00 11.61 21.00 11.67 21.00 11.73 21.00 11.79 21.00 11.84 21.00 11.90 21.00 11.96 21.00 12.02 21.00 12.08 21.00 12.13 21.00 12.19 21.00 12.25 21.00 12.31 21.00 12.36 21.00 12.42 21.00 12.48 21.00 12.54 21.00 12.60 21.00 12.65 21.00 12.71 21.00 12.77 21.00 12.83 21.00 12.88 21.00 12.94 21.00 13.00 21.00 13.06 21.00 13.12 21.00 13.17 21.00 13.23 21.00 13.29 21.00 13.35 21.00 13.40 21.00 13.46 21.00 13.52 21.00 13.58 21.00 13.64 21.00 13.69 21.00 13.75 21.00 Vu (k) Actual Design 1.65 1.65 1.59 1.59 1.54 1.54 1.48 1.48 1.42 1.42 1.37 1.37 1.31 1.31 1.25 1.25 1.20 1.20 1.14 1.14 1.09 1.09 1.03 1.03 0.97 0.97 0.92 0.86 0.80 0.75 0.69 0.63 0.58 0.52 0.46 -0.46 -0.51 -0.56 -0.60 -0.65 -0.70 -0.75 -0.80 -0.85 -0.90 -0.95 -1.00 -1.05 -1.09 -1.14 -1.19 -1.24 -1.29 -1.34 -1.39 -1.44 -1.49 -1.55 -1.60 -1.65 -1.70 -1.75 -1.80 -1.85 -1.90 -1.96 -2.01 0.92 0.86 0.80 0.75 0.69 0.63 0.58 0.52 0.46 0.46 0.51 0.56 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.05 1.09 1.14 1.19 1.24 1.29 1.34 1.39 1.44 1.49 1.55 1.60 1.65 1.70 1.75 1.80 1.85 1.90 1.96 2.01 flte = C:lllsers\KU!t\Dropbol\13140!',-1\CA(:t,Ut,-..... . ENERCAl,:C; INC; tm Mu d*Vu/Mu Phi*Vc (kl 29.76 29.75 29.74 29.73 29.72 29.71 29.70 29.69 29.69 29.68 29.67 29.66 29.65 (k-ft) 38.13 0.08 38.22 0.07 38.31 0.07 38.40 O.o7 38.48 0.06 38.57 0.06 38.64 0.06 38.72 0.06 38.79 0.05 38.86 0.05 38.92 0.05 38.98 0.05 39.04 0.04 39.09 39.14 39.19 39.24 39.28 39.32 39.35 39.38 39.41 40.63 40.60 40.57 40.54 40.50 40.46 40.42 40.37 40.33 40.28 40.22 40.17 40.11 40.04 39.98 39.91 39.84 39.77 40.82 40.74 40.66 40.57 40.49 40.40 40.30 40.21 40.11 40.00 39.90 39.79 39.68 39.56 0.04 29.64 0.04 29.63 0.04 29.62 0.03 29.62 0.03 29.61 0.03 29.60 0.03 29.59 0.02 29.58 0.02 29.57 0.02 29.57 0.02 29.58 0.02 29.58 0.03 29.59 0.03 29.60 0.03 29.61 0.03 29.61 0.03 29.62 0.04 29.63 0.04 29.63 0.04 29.64 0.04 29.65 0.05 29.66 0.05 29.66 0.05 29.67 0.05 29.68 0.05 29.69 0.06 29.69 0.06 29.70 0.06 29.70 0.06 29.71 0.06 29.72 0.07 29.73 0.07 29.74 0.07 29.74 0.07 29.75 0.08 29.76 0.08 29.77 0.08 29.78 0.08 29.79 0.09 29.79 0.09 29.80 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi*Vs (k} NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd Not Reqd NotReqd Phi*Vn Spacing (in) (k) Req'd Suggest -------- 29.8 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.7 0.0 0.0 29.6 0.0 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.6 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.7 0.0 29.8 0.0 Not Reqd 29.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 29.8 0.0 Not Reqd 29.8 0.0 Not Reqd 29.8 0.0 Not Rel!iage 12§.~f 15gl.O Not Reqd 29.8 0.0 Description : CB-5 ·· Detailed Shear Information Span Load Combination Number + l ~20D~.50Lr+1 Jol+ 1 .GOH. +1.20D+0.50Lr+1.60L +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H + 1.200+0.SOlr+ 1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50lr+1.60L +1.60H +1.200+0.SOLr+ 1.60l +1.60H + 1.200+0.SOLr+ 1.60L + 1.60H +1.20D+0.50lr+1.60L +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0 .50lr + 1.60l + 1.60H + 1.20D+0.50lr+ 1.60L + 1.60H +1.20D+0.50lr+1.60L +1.60H + 1.20D+0.50lr+ 1.60L + 1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50Lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0.50lr+ 1.60l + 1.60H +1.20D+0.50lr+ 1.60l +1.60H + 1.200+0.SOlr+ 1.60L + 1.60H + 1.200+0 .50lr+ 1.60L + 1. 60H + 1.200+0.SOlr+ 1.60L +1.60H + 1.20D+0 .50Lr+ 1.60L + 1.60H + 1.200+0.SOlr+ 1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0.50lr+1.60l +1.60H +1.20D+0.50Lr+1.60L +1.60H + 1.20D+0.50Lr+ 1.60L + 1.60H +1.20D+0.50Lr+1.60l +1.60H + 1.20D+0.50lr+1.60l + 1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H + 1.200+0.SOlr+ 1.60l + 1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0.50lr+ 1.60l + 1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0.50lr+ 1.60L + 1.60H + 1.200+0.SOLr+ 1.60l + 1.60H +1.20D+0.50lr+1.60l +1.60H +1.20D+0.50lr+1.60l +1.60H + 1.20D+0.50lr + 1.60l + 1.60H +1.200+0.50lr+1.60l +1.60H +1.20D+0.50lr+ 1.60L +1.60H +1.20D+0.50Lr+1.60L +1.60H Distance 'd' (ft) (in) 13.81 21.00 13.87 21.00 13.92 21.00 13.98 21.00 14.04 21.00 14.10 21.00 14.16 21.00 14.21 21.00 14.27 21.00 14.33 21.00 14.39 21.00 14.44 21.00 14.50 21.00 14.56 21.00 14.62 21.00 14.68 21.00 14.73 21.00 14.79 21.00 14.85 21.00 14.91 21.00 14.96 21.00 15.02 21.00 15.08 21.00 15.14 21.00 15.20 21.00 15.25 21.00 15.31 21.00 15.37 21.00 15.43 21.00 15.48 21.00 15.54 21.00 15.60 21.00 15.66 21.00 15.72 21.00 15.77 21.00 15.83 21.00 15.89 21.00 15.95 21.00 16.00 21.00 16.06 21.00 16.12 21.00 16.18 21.00 16.24 21.00 16.29 21.00 16.35 21.00 16.41 21.00 16.47 21.00 16.52 21.00 16.58 21.00 16.64 16.70 16.76 16.81 16.87 21.00 21.00 21.00 21.00 21.00 Vu (k) Actual Design -2.06 2.06 -2.11 2.11 -2.16 2.16 -2.21 2.21 -2.26 2.26 -2.32 2.32 -2.37 2.37 -2.42 2.42 -2.47 2.47 -2.52 2.52 -2.57 2.57 -2.62 2.62 -2.67 2.67 -2.73 2.73 -2.78 2.78 -2.83 2.83 -2.88 2.88 -2.93 2.93 -2.98 2.98 -3.03 3.03 -3.09 3.09 -3.14 3.14 -3.19 3.19 -3.24 3.24 -3.29 3.29 -3.34 3.34 -3.39 3.39 -3.44 3.44 -3.50 3.50 -3.55 3.55 -3.60 3.60 -3.65 3.65 -3.70 3.70 -3.75 3.75 Mu d"Vu/Mu (k-ft) 39.45 0.09 39.32 0.09 39.20 0.10 39.07 0.10 38.95 0.10 38.81 0.10 38.68 0.11 38.54 0.11 38.40 0.11 38.25 0.12 38.11 0.12 37.96 0.12 37.80 0.12 37.65 0.13 37.49 0.13 37.33 0.13 37.16 0.14 36.99 0.14 36.82 0.14 36.65 0.14 36.47 0.15 36.29 0.15 36.11 0.15 35.92 0.16 35.74 0.16 35.54 0.16 35.35 0.17 35.15 0.17 34.95 0.18 34.75 0.18 34.54 0.18 34.33 0.19 34.12 0.19 33.90 0.19 Phi"Vc (k) 29.81 29.82 29.83 29.84 29.85 29.86 29.86 29.87 29.88 29.89 29.90 29.91 29.92 29.93 29.94 29.95 29.96 29.97 29.98 29.99 30.00 30.01 30.02 30.04 30.05 30.06 30.07 30.08 30.09 30.11 30.12 30.13 30.14 30.16 -3.80 3.80 33.69 0.20 30.17 -3.86 -3.91 -3.96 -4.01 -4.06 -4.11 -4.16 -4.21 -4.27 -4.32 -4.37 -4.42 -4.47 -4.52 -4.57 -4.63 -4.68 -4.73 -4.78 3.86 33.47 3.91 33.24 3.96 33.01 4.01 32.78 4.06 32.55 4.11 32.31 4.16 32.08 4.21 31.83 4.27 31.59 4.32 31.34 4.37 31.09 4.42 30.84 4.47 30.58 4.52 30.32 4.57 4.63 4.68 4.73 4.78 30.06 29.79 29.52 29.25 28.97 0.20 30.18 0.21 30.20 0.21 30.21 0.21 30.23 0.22 30.24 0.22 30.25 0.23 30.27 0.23 30.29 0.24 30.30 0.24 30.32 0.25 30.33 0.25 30.35 0.26 30.37 0.26 30.38 0.27 30.40 0.27 30.42 0.28 30.44 0.28 30.46 0.29 30.48 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Phi"Vs (k) Phi"Vn Spacing (in) --------~------ NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd No!Reqd NotReqd No!Reqd NotReqd NotReqd NotReqd No!Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd No!Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd (k) Req'd Suggest 29.8 0.0 0.0 29.8 29.8 29.8 29.8 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 29.9 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.1 30.1 30.1 30.1 30.1 30.1 30.1 30.1 30.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.2 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.3 0.0 0.0 30.4 0.0 0.0 30.4 0.0 0.0 30.4 30.4 0.0 0.0 Not Reqd 30.4 0.0 Not Re!l4ige 1 ~-~f 15gl.O Not Reqd 30.5 0.0 0.0 0.0 0.0 0.0 0.0 -- • I I • II .. .. 1111 • • • ---- -- ..... - - - - - - Description : CB-5 Detailed Shear Information Span Load Combination Number +1.20D-:+-0.S0Lr+ 1.60L +1.60H +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.400+0.SOL +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.400+0.SOL +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E Distance 'd' (ft) (in) 16.93 21.00 16.99 21.00 17.04 21.00 17.10 21.00 17.16 21.00 17.22 21.00 17.28 21.00 17.33 21.00 17.39 21.00 17.45 21.00 17.51 21.00 17.56 21.00 17.62 21.00 17.68 21.00 17.74 21.00 17.80 21.00 17.85 21.00 17.91 21.00 17.97 21.00 18.03 21.00 18.08 21.00 18.14 21.00 18.20 21.00 18.26 21.00 18.32 21.00 18.37 21.00 18.43 21.00 18.49 21.00 18.55 21.00 18.60 21.00 18.66 21.00 18.72 21.00 18.78 21.00 18.84 21.00 18.89 21.00 18.95 21.00 19.01 21.00 19.07 21.00 19.12 21.00 19.18 21.00 19.24 21.00 19.30 21.00 19.36 21.00 19.41 21.00 19.47 21.00 19.53 21.00 19.59 21.00 19.64 21.00 19.70 21.00 19.76 21.00 19.82 21.00 19.88 21.00 19.93 21.00 19.99 21.00 Flle,; c:lilse,i;\K~1131.jop;:1\CACLUC::1imooo1s\E~ak:lt!VITON74;ijC6,c· .. ENERCALC, INC; 1983,2013, Build:6.13.8.3l, V¢6,f3.U1" · Vu (k) Mu d"Vu/Mu Phi"Vc (k) Actual Design (k-ft) -4.83 4.83 28.70 0.29 30.50 30.42 30.45 30.48 30.52 30.55 30.58 -4.88 4.88 31.32 0.27 -4.99 4.99 31.03 0.28 -5.11 5.11 30.74 0.29 -5.22 5.22 30.44 0.30 -5.34 5.34 30.14 0.31 -5.46 5.46 29.83 0.32 -5.58 -5.69 -5.81 -5.93 -6.05 -6.17 -6.28 -6.40 -6.52 -6.64 -6.76 -6.87 -6.99 -7.11 -7.23 -7.34 -7.46 -7.58 -7.70 -7.82 -7.93 -8.05 -8.17 -8.29 -8.41 -8.52 -8.64 -8.76 -8.88 -8.99 -9.11 -9.23 -9.35 -9.47 -9.58 -9.70 -9.82 -9.94 -10.06 -10.17 -10.29 -10.41 -10.53 -10.65 -10.76 -10.88 -11.00 5.58 29.51 5.69 29.18 5.81 28.85 5.93 28.51 6.05 28.16 6.17 27.81 6.28 27.45 6.40 27.09 6.52 26.71 6.64 26.33 6.76 25.95 6.87 25.55 6.99 25.15 7.11 24.74 7.23 24.33 7.34 23.91 7.46 23.48 7.58 23.05 7.70 22.61 7.82 22.16 7.93 8.05 8.17 8.29 8.41 8.52 8.64 8.76 8.88 8.99 9.11 9.23 9.35 9.47 9.58 9.70 9.82 9.94 10.06 10.17 10.29 10.41 10.53 10.65 10.76 10.88 11.00 21.70 21.24 20.77 20.30 19.81 19.32 18.83 18.33 17.82 17.30 16.78 16.25 15.71 15.17 14.62 14.06 13.50 12.92 12.35 11.76 11.17 10.57 9.97 9.36 8.74 8.11 7.48 0.33 30.62 0.34 30.66 0.35 30.69 0.36 30.73 0.38 30.77 0.39 30.81 0.40 30.86 0.41 30.90 0.43 30.94 0.44 30.99 0.46 31.04 0.47 31.09 0.49 31.14 0.50 31.20 0.52 31.26 0.54 31.32 0.56 31.38 0.58 31.45 0.60 31.51 0.62 31.59 0.64 31.66 0.66 31.74 0.69 31.83 0.71 31.91 0.74 32.01 0.77 32.11 0.80 32.21 0.84 32.33 0.87 32.45 0.91 32.57 0.95 32.71 0.99 32.86 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 . . Phi"Vs (k) Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd NotReqd Not Reqd Not Reqd Not Reqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd Phi"Vn Spacing (in) (k) Req'd Suggest 30.5 0.0 0.0 30.4 0.0 0.0 30.5 0.0 0.0 30.5 0.0 0.0 30.5 0.0 0.0 30.5 0.0 0.0 30.6 0.0 0.0 30.6 0.0 0.0 30.7 0.0 0.0 30.7 0.0 0.0 30.7 0.0 0.0 30.8 0.0 0.0 30.8 0.0 0.0 30.9 0.0 0.0 30.9 0.0 0.0 30.9 0.0 0.0 31.0 0.0 0.0 31.0 0.0 0.0 31.1 0.0 0.0 31.1 0.0 0.0 31.2 0.0 0.0 31.3 0.0 0.0 31.3 0.0 0.0 31.4 0.0 0.0 31.4 0.0 0.0 31.5 0.0 0.0 31.6 0.0 0.0 31.7 0.0 0.0 31.7 0.0 31.8 0.0 31.9 0.0 32.0 0.0 32.1 0.0 32.2 0.0 32.3 0.0 32.4 0.0 32.6 0.0 32.7 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 Not Reqd 32.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Not Reqd 32.9 0.0 Not Rell'bge 12§.it 15g).O Not Reqd 32.9 0.0 Description : CB-5 Detailed.Shear lnft>l'fflatfc111': load Combination + T40D:.0.50L+0.20~ fOE +1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.400+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50l +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.400+0.50L +0.20S-1.0E +1.400+0.SOL +0.20S-1.0E +1.400+0.50L +0.20S-1.0E +1.400+0.50l +0.20S-1.0E + 1.400+0.50l +0.20S-1.0E + 1.400+0.50L +0.20S-1.0E + 1.400+0.50L +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E +1.400+0.50L +0.20S-1.0E + 1.400+0.50l +0.20S-1.0E + 1.40D+0.50l +0.20S-1.0E + 1.400+0.50L +0.20S-1.0E + 1.400+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E Span Distance 'd' Vu (k) Number (ft) (in) Actual Design 20.05 21.00 -11.12 11.12 20.11 21.00 -11.23 11.23 20.16 21.00 -11.35 11.35 20.22 21.00 -11.47 11.47 20.28 21.00 -11.59 11.59 20.34 21.00 -11.71 11.71 20.40 21.00 -11.82 11.82 20.45 21.00 -11.94 11.94 20.51 21.00 -12.06 12.06 20.57 21.00 -12.18 12.18 20.63 21.00 -12.30 12.30 20.68 21.00 -12.41 12.41 20.74 21.00 -12.53 12.53 20.80 21.00 -12.65 12.65 20.86 20.92 20.97 21.03 21.09 21.15 21.20 21.26 21.32 21.38 21.44 21.49 21.55 21.61 21.67 21.72 21.78 21.84 21.90 21.96 22.01 22.07 22.13 22.19 22.24 22.30 22.36 22.42 22.48 22.53 22.59 22.65 22.71 22.76 22.82 22.88 22.94 23.00 23.05 23.11 21.00 -12.77 12.77 21.00 -12.88 12.88 21.00 -13.00 13.00 21.00 -13.12 13.12 21.00 -13.24 13.24 21.00 -13.36 13.36 21.00 -13.47 13.47 21.00 -13.59 13.59 21.00 -13.71 13.71 21.00 -13.83 13.83 21.00 -13.95 13.95 21.00 -14.06 14.06 21.00 -14.18 14.18 21.00 -14.30 14.30 21.00 -14.42 14.42 21.00 -14.53 14.53 21.00 -14.65 14.65 21.00 -14.77 14.77 21.00 -14.89 14.89 21.00 -15.01 15.01 21.00 -15.12 15.12 21.00 -15.24 15.24 21.00 -15.36 15.36 21.00 -15.48 15.48 21.00 -15.60 15.60 21.00 -15.71 15.71 21.00 -15.83 15.83 21.00 -15.95 15.95 21.00 -16.07 16.07 21.00 -16.18 16.18 21.00 -16.30 16.30 21.00 -16.42 16.42 21.00 -16.54 16.54 21.00 -16.66 16.66 21.00 -16.77 16.77 21.00 -16.89 16.89 21.00 -17.01 17.01 21.00 -17.13 17.13 21.00 -17.25 17.25 21.00 -17.36 17.36 Mu d"Vu/Mu Phi"Vc (k-ft) (k) 6.84 1.00 32.88 6.20 1.00 32.88 5.54 1.00 32.88 4.88 1.00 32.88 4.22 1.00 32.88 3.55 1.00 32.88 2.87 1.00 32.88 2.18 1.00 32.88 1.49 1.00 32.88 0.79 1.00 32.88 0.08 1.00 32.88 0.63 1.00 32.88 1.36 1.00 32.88 2.08 1.00 32.88 2.82 3.56 4.31 5.06 5.82 6.59 7.37 8.15 8.94 9.73 10.53 11.34 12.16 12.98 13.81 14.65 15.49 16.34 17.20 18.06 18.93 19.81 20.69 21.58 22.48 23.39 24.30 25.21 26.14 27.07 28.01 28.96 29.91 30.87 31.83 32.80 33.78 34.77 35.76 36.76 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 1.00 32.88 0.99 32.85 0.97 32.77 0.94 32.69 0.92 32.62 0.90 32.54 0.88 32.48 0.86 32.41 0.84 32.35 0.83 32.29 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= Phi"Vs (k) NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd Not Reqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd NotReqd NotReqd NotReqd Not Reqd NotReqd Not Reqd NotReqd NotReqd Not Reqd Not Reqd NotReqd Min 11.5.6 Phi"Vn Spacing (in) (k) Req'd Suggest ----------·~ ------- 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 32.9 0.0 48.2 9.8 Min 11.5.6 48.1 9.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 Min 11.5.6 48.0 9.8 Min 11.5.6 47.9 9.8 Min 11.5.6 47.9 9.8 Min 11.5.6 47 .8 9.8 Min 11.~ge 1~iUt 15gl.8 Min 11.5.6 47.7 9.8 - .. .. --.. .. • • .. .. • • • I .. • .. • • • • - ---- ---- - - ---- - Description : CB-5 Detailed Shear Information Load Combination +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L+0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L+0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L+0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L+0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L+0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L+0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E + 1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E +1.40D+0.50L +0.20S-1.0E Span Number Distance 'd' Vu (k) (ft) (in) Actual Design 23.17 21.00 -17.48 17.48 23.23 21.00 -17.60 17.60 23.28 21.00 -17.72 17.72 23.34 21.00 -17.83 17.83 23.40 21.00 -17 .95 17 .95 23.46 21.00 -18.07 18.07 23.52 21.00 -18.19 18.19 23.57 21.00 -18.31 18.31 23.63 21.00 -18.42 18.42 23.69 21.00 -18.54 18.54 23.75 21.00 -18.66 18.66 23.80 21.00 -18.78 18.78 23.86 21.00 -18.90 18.90 23.92 21.00 -19.01 19.01 23.98 21.00 -19.13 19.13 24.04 21.00 -19.25 19.25 24.09 21.00 -19.37 19.37 24.15 21.00 -19.48 19.48 24.21 21.00 -19.60 19.60 24.27 21.00 -19.72 19.72 24.32 21.00 -19.84 19.84 24.38 21.00 -19.96 19.96 24.44 21.00 -20.07 20.07 24.50 21.00 -20.19 20.19 24.56 21.00 -20.31 20.31 24.61 21.00 -20.43 20.43 24.67 21.00 -20.55 20.55 24.73 21.00 -20.66 20.66 24.79 21.00 -20.78 20.78 24.84 21.00 -20.90 20.90 24.90 21.00 -21.02 21.02 24.96 21.00 -21.13 21.13 25.02 21.00 -21.25 21.25 25.08 21.00 -21.37 21.37 25.13 21.00 -21.49 21.49 25.19 21.00 -21.61 21.61 25.25 21.00 -21.72 21.72 25.31 21.00 -21.84 21.84 25.36 21.00 -21.96 21.96 25.42 21.00 -22.08 22.08 25.48 21.00 -22.20 22.20 25.54 21.00 -22.31 22.31 25.60 21.00 -22.43 22.43 25.65 21.00 -22.55 22.55 25.71 21.00 -22.67 22.67 25.77 21.00 -22.78 22.78 25.83 21.00 -22.90 22.90 25.88 21.00 -23.02 23.02 25.94 21.00 -23.14 23.14 26.00 21.00 -23.26 23.26 Mu d'Vu/Mu Phi'Vc (k) Comment (k-ft) -- 37.77 0.81 32.24 32.18 32.13 32.08 PhiV c/2 < Vu <= 38.78 0.79 PhiV c/2 < Vu <= PhiVc/2 <Vu<= PhNc/2 < Vu <= PhiV c/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhN c/2 < Vu <= 39.80 0.78 40.83 0.76 41.86 42.90 43.95 45.01 46.07 47.14 48.21 49.29 50.38 51.48 52.58 53.69 54.80 55.92 57.05 58.19 59.33 60.48 61.64 62.80 63.97 65.15 66.33 67.52 68.72 69.92 71.13 72.35 73.58 74.81 76.05 77.29 78.54 79.80 81.07 82.34 83.62 84.90 86.20 87.50 88.80 90.12 91.43 92.76 94.10 95.44 0.75 32.04 0.74 31.99 0.72 31.95 0.71 31.91 0.70 31.87 0.69 31.83 0.68 31.79 0.67 31.75 PhiVc/2 <Vu<= 0.66 31.72 PhiVc/2 <Vu<= 0.65 31.68 PhiVc/2 <Vu<= 0.64 31.65 PhiVc/2 <Vu<= 0.63 31.62 PhiVc/2 <Vu<= 0.62 31.59 PhiVc/2 <Vu<= 0.61 31.56 PhiVc/2 <Vu<= 0.60 31.53 PhiVc/2 <Vu<= 0.59 31.50 PhiVc/2 <Vu<= 0.59 31.48 PhiVc/2 <Vu<= 0.58 31.45 0.57 31.43 0.56 31.40 0.56 31.38 0.55 31.36 0.54 31.33 0.54 31.31 0.53 31.29 0.52 31.27 0.52 31.25 0.51 31.23 0.51 31.21 0.50 31.19 0.49 31.17 0.49 31.15 0.48 31.14 0.48 31.12 0.47 31.10 0.47 31.09 0.46 31.07 0.46 31.06 0.46 31.04 0.45 31.03 0.45 31.01 0.44 31.00 0.44 30.98 0.43 30.97 0.43 30.96 0.43 30.94 PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhN c/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 <Vu<= PhNc/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhiV c/2 < Vu <= PhiVc/2 <Vu<= PhiVc/2 < Vu <= PhiV c/2 < Vu <= PhiVc/2 <Vu<= PhNc/2 < Vu <= PhiV c/2 < Vu <= PhN c/2 < Vu <= PhiVc/2 < Vu <= PhiVc/2 <Vu<= PhNc/2 < Vu <= - Phi'Vs (k) Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Min 11.5.6 Phi'Vn Spacing (in) (k) Req'd Suggest 47.6 9.8 9.0 47.6 9.8 9.0 47.5 9.8 9.0 47.5 9.8 9.0 47.4 47.4 47.3 47.3 47.3 47.2 47.2 47.2 47.1 47.1 47.1 47.0 47.0 47.0 46.9 46.9 46.9 46.9 46.8 46.8 46.8 46.8 46.7 46.7 46.7 46.7 46.6 46.6 46.6 46.6 46.6 46.6 46.5 46.5 46.5 46.5 46.5 46.5 46.4 46.4 46.4 46.4 46.4 46.4 46.4 46.3 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 9.8 9.0 Page 130 of 159 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Project Title: Engineer: Project ID: Project Descr: Tille Block Line 6 -~---~------------~-----~~~ i Concrete Colurnn Printed: 3 DEC 2013. 9:46PM ,,1\CACUJt-1vnodels\!,nercalt:\HIJJTON-,l,EC6 :c,.mc. 1933-2013, Bulkl:s.1 13.a.20 Description : C1 -single story residence -6x12 concrete column GL E UNDER CB-2 Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used: ASCE 7-02 General Information fc: Concrete 28 day strength E= Density 13 fy -Main Rebar E -Main Rebar Allow. Reinforcing Limits Min. Reinf. Max. Reinf. 3.0 ksi 3,122.0 ksi 145.0 pct 0.850 60.0 ksi 29,000.0 ksi ASTM A615 Bars Used 1.0% 8.0% Load Combination : ASCE 7-02 Column Cross Section ··-"--··-···--"-··----~ Column Dimensions 6.0in high x 12.0in Wide, Column Edge to Rebar Edge Cover= 3.0in Column Reinforcing :general . Rebar Sizes & Locatfons Bar Size X Y # in in # 5 3.313 3.313 # 5 6.000 2.688 _ Applied Loads_ _ _ _ Bar Size # #5 #5 X in 3.313 6.000 y in 2.688 3.313 Column self weight included : 870.0 lbs* Dead Load Factor AXIAL LOADS ... Axial Load at 12.0 ft above base, D = 10.816, LR= 3.380 k DESIGN SUMMARY Load Combination Location of max.above base +1.20D+1.60Lr+0.50L 11.919ft Maximum Stress Ratio Ratio= (PuA2+MuA2)A.5 I (PhiPnA2+PhiMnA2)A.5 Pu= 19.431 k cp *Pn= Mu-x = 1.263 k-ft <p * Mn-x = Mu-y = 0 .0 k-ft <p * Mn-y = Mu Angle= Mu at Angle= 0.0 deg 1.263 k-ft <pMn at Angle= 0.178: 1 109.649k -7.054k-ft O.Ok-ft 7.077 k-ft Pn & Mn values located at Pu-Mu vector intersection with capacity curve Column Capacities ... Pnmax: Nominal Max. Compressive Axial Capacity 290.457 k Pnmin: Nominal Min. Tension Axial Capacity -111.60 k <p Pn, max : Usable Compressive Axial Capacity 151 .038 k <p Pn, min: Usable Tension Axial Capacity -72.540 k Overall Column Height End Fixity - --- 12.0 ft Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X-X (width) axis: Unbraced Length for X-X Axis buckling = 12 ft, K = 1.0 Y-Y (depth) axis: Unbraced Length for X-X Axis buckling= 12 ft, K = 1.0 y X y X & Y distances measured from lower-left comer. Bar Size # #5 -----·-----------------------·---- X Y BarSize X in in # in 8.688 . -·2.688---------tiT --S:61fa - y in 3.313 __ E_ntered_loacls_are factored _pe_r IC>_ad coniblnati()_n§. s_p~cified by user, _ -Maximum SERVICE Load Reactions ~---- Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Deflections .•. Along Y-Y O.Oin at 0.0ft above base for load combination : Along X-X O.Oin at 0.0ft above base for load combination : General Section Information. <p = 0.650 13 = 0.850 e = 0.80 p : % Reinforcing 2.583 % Rebar% Ok Reinforcing Area 1.860 inA2 Concrete Area 72.0 inA2 Page 131 of 159 - - I,· " • • • 111111 .. !11111 • • .. .. • • • • • • • .. • • • .. • , 11111 .... ----- --.... -- - - ---- - Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 [.~~6cr.t,,Colurrtn----··------------------- ••••••• Description : C1 -single story residence -6x12 concrete column GL E UNDER CB-2 _ Governing Load_ Combination Results-· Governing Factored Moment Source Dist from Axial Load k Load Combination X-X Y-Y base ft Pu (I) *Pn +1.400 M2,min 11.92 16.36 146.37 +1.400 M2,min 11.92 16.36 109.65 +1.20D+0.50Lr+1.60L +1.60H M2,min 11.92 15.71 146.37 + 1.20D+0.50Lr+ 1.60L + 1.60H M2,min 11.92 15.71 109.65 +1.200+1.60L +0.50S+1.60H M2,min 11.92 14.02 146.37 +1.200+ 1.60L +0.50S+ 1.60H M2,min 11.92 14.02 109.65 + 1.200+ 1.60Lr+0.50L M2,min 11.92 19.43 146.37 +1.200+1.60Lr+0.50L M2,min 11.92 19.43 109.65 +1.200+1.60Lr+0.80W M2,min 11.92 19.43 146.37 +1.200+1.60Lr+0.80W M2,min 11.92 19.43 109.65 + 1.20D+0.50L + 1.60S M2,min 11.92 14.02 146.37 + 1.20D+0.50L + 1.60S M2,min 11.92 14.02 109.65 + 1.200+ 1.60S+0.80W M2,min 11.92 14.02 146.37 +1.200+1.60S+0.80W M2,min 11.92 14.02 109.65 + 1.20D+0.50Lr +0.50L + 1. 60W M2,min 11.92 15.71 146.37 +1.200+0.50Lr+0.50L +1.60W M2,min 11.92 15.71 109.65 + 1.200+0.50L +0.50S+ 1.60W M2,min 11.92 14.02 146.37 + 1.20D+0.50L +0.50S+ 1.60W M2,min 11.92 14.02 109.65 +1.200+0.50L+0.20S+E M2,min 11.92 14.02 146.37 + 1.200+0 .50L +O .20S+E M2,min 11.92 14.02 109.65 +0.900+1.60W+1.60H M2,min 11.92 10.52 146.37 +0.900+1.60W+1.60H M2,min 11.92 10.52 109.65 +0.90D+E+ 1.60H M2,min 11.92 10.52 146.37 +0.90D+E+1.60H M2,min 11.92 10.52 109.65 Maximum Reactions· Unfactored Reaction along X-X Axis Load Combination @Base @Top DOnly k Lr Only k D+lr k ~.xlint.J~l:)_~ecUons for Load Combinations • Ur1_factoredloads Load Combination DOnly Lr Only D+lr Sketches X Max. X-X Deflection Distance 0.0000 in 0.000 ft 0.0000 in 0.000 ft 0.0000 in 0.000 ft Project Title: Engineer: Project ID: Project Descr: Printed: 3 DEC 2013, 9:46PM File= C:\UsersldefuttlDropbox\ 13140P~1\CACLul:-1 . EME:RCl\tc, 1r-te: 19 fecf~ .tl.;!O ,: Bending Analysis k-ft Utilization ox ox*Mux oY Sy*Muy Alpha (deg'. o Mu <p Mn Ratio 1.000 1.31 90.000 1.31 11.90 0.111 1.000 1.06 0.000 1.06 7.08 0.150 1.000 1.26 90.000 1.26 11.90 0.107 1.000 1.02 0.000 1.02 7.08 0.144 1.000 1.12 90.000 1.12 11.90 0.095 1.000 0.91 0.000 0.91 7.08 0.128 1.000 1.55 90.000 1.55 11.90 0.132 1.000 1.26 0.000 1.26 7.08 0.178 1.000 1.55 90.000 1.55 11.90 0.132 1.000 1.26 0.000 1.26 7.08 0.178 1.000 1.12 90.000 1.12 11.90 0.095 1.000 0.91 0.000 0.91 7.08 0.128 1.000 1.12 90.000 1.12 11.90 0.095 1.000 0.91 0.000 0.91 7.08 0.128 1.000 1.26 90.000 1.26 11.90 0.107 1.000 1.02 0.000 1.02 7.08 0.144 1.000 1.12 90.000 1.12 11.90 0.095 1.000 0.91 0.000 0.91 7.08 0.128 1.000 1.12 90.000 1.12 11.90 0.095 1.000 0.91 0.000 0.91 7.08 0.128 1.000 0.84 90.000 0.84 11.90 0.071 1.000 0.68 0.000 0.68 7.08 0.096 1.000 0.84 90.000 0.84 11.90 0.071 1.000 0.68 0.000 0.68 7.08 0.096 Note: Only non-zero reactions are listed. ------Reaction along Y-Y Axis Axial Reaction @Base @Top @Base 11.686 k 3.380 k 15.066k Max. Y-Y Deflection Distance 0.000 in 0.000 ft 0.000 in 0.000 ft 0.000 in 0.000 ft loolrn-galongX-XA= loolungalongY-Y A'JJS Page 132 of 159 Title Block Line 1 You can change this area using the "Settings' menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Description : C1 -single story residence -6x12 concrete column GL E UNDER CB-2 200.0 180.0 l 160.0 ! Concrete Column P-M Interaction Diagram Phi• Mn@ Alpha (k-ft) 140.0 i---·-------------·----· . -----.. ··- ·1 --. 120.0 __ i "·-<-.,,_"··-.... 100 .0 -:1'. '\,'\ '· \ 80.0 -1' \ ~D_j' \ \ ~-\ I' l, mD 1 .. . \ o lo-·--:t-4' --'-..-:,----1.T---'9-:.i----,t:a..:-t-21:,·tt.s-----+rt·'--2r:z-J.~_s 200.0 I 180.0 I 160.0 l 140.0 l I 120.0 ! ~ I 100.0 I l 80.0 j 60.0 j 40.0 Ii ! 20.0 j Le>a<lComt, ~•1400 Alpha= 900<!eg (1~36 ! 31) Concrete Column P-M Interaction Diagram Phi• Mn@ Alpha (k-ft) / i / ,1"' C a. . :c a. i -. 0,0 ____ 0.8 1.6_ 2.4 32 _____ 4.0 4.8_"-----~5=;7_-=6.5j 7.3 _ 8.1 Load Cont> ~ +1 200•0 50Lr+l 60l +1 60H. Alpl"e= 0 Odeg, (15 71. t 26) Project Title: Engineer: Project Descr. 200.0 l 180.0 I ' 160.0 1 140.0 i 120.0 100.0 i 80.0 60.0 40.0 20.0 200.0 180.0 I i 160.0 \ 140.0 120.0 100.0 80.0 60.0 i 40.0 20.0 I Projec!ID: Concrete Column P-M Interaction Diagram Phi• Mn@ Alpha (k-ft) Concrete Column P-M Interaction Diagram Phi* Mn@ Alpha (k-ft) I C a.. :c a.. o:ir 2.4 4.7 1.1 9.4 11.8 14_1 16.s 18.8 21.2 23_5 Load Comb = +1.200+1 60l+-O 50S+1 60H, Alpha= 900<:leg. (14.02 1 12) Page 133 of 159 ,... - - -----• -• • .. --• • • • • • • -• • • • • • • - - - - - Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 i Concrete~Ct>hlrTIIJ~1;:/~i;¥;1'. . . . . . .. . . I.I 11 .. Description : C1 -single story residence-6x12 concrete column GL E UNDER CB-2 200.0 180.0 i ) Concrete Column P-M Interaction Diagram Phi • Mn @ Alpha (k-ft) 160.0 l .. ---------- 140.0 ; I 120.0 i I 100.0 j 80.0_ 60.0 l 40.0 -~ ! C 0.. E 0.. 20.0 I o'.O--·--z-4---4_-,-·--1:1---9:-4---11-.-s--··14:T --t5~---"TB.a--21-:2--1 -23.5 200.0 180.0 160.0 140.0 120.0 100.0 80.0 60.0 40.0 20.0 i I LoadGorrb ••1200•1 60Lr+0 50L Aloha~ 90Meg, (1943 1 55) Concrete Column P-M Interaction Diagram Phi• Mn@ Alpha (k-ft) o[o ... o.iL 1.._6 __ 2.4 3.2 -~ -!-O _ .1.,.8 ___ 5.7 __ 6.5 • _7.3 load Conb = +1 200+ 1 60lr+O BOW, Alpha= 0 Ode~ ( 19 43, 1 55) g C a.. E 0.. 8.1 Project Title: Engineer: Project Descr: 200.0 180.0 160.0 140.0 120.0 100.0 80.0 60.0 40.0 20.0 200.0 180.0 160.0 140.0 120.0 100.0 80.0 60.0 40.0 20.0 Project ID: Concrete Column P-M Interaction Diagram Phi• Mn@ Alpha (k-ft) Concrete Column P-M Interaction Diagram Phi* Mn@ Alpha (k-ft) i / / /' \ \ j C Q.. g C •O.. i: a.. 0.0 2.4 4.7 t:1 ·94 118 14.1.165 18.8 21.2 23.5 ~ +1 200+0 50l .. 1 60S. AlptQ= 90.0deg (1402 1 12) Page 134 of 159 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 t,I II•• ·,'\-1,,:·; '/:.:- /'. ·g,,if..: ,·<y,,;,->>',: Project Title: Engineer: Project Descr: Project ID: Description: C2 WORST CASE - 2 story garage -6x16 concrete column between garage doors _ __f_odeB_e,fe,-enc~! _______________________________ _ Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used: ASCE 7-02 _ Generallnformation _____ _________ _ ____ _ fc: Concrete 28 day strength E= Density p fy -Main Rebar E -Main Rebar Allow. Reinforcing Limits Min. Reinf. Max. Reinf. 3.0 ksi 3,122.0 ksi 145.0 pcf 0.850 60.0 ksi 29,000.0 ksi ASTM A615 Bars Used 1.0% 8.0% Load Combination : ASCE 7-02 _Colu111nyrpssSection _ _ ----~---· __________ > _________ _ Column Dimensions 6.0in high x 16.0in Wide, Column Edge to Rebar Edge Cover= 2.0in Column Reinforcing :4 -#5 bars@ corners,, 1 -#5 bars top & bottom between corner bars .. Appljed Loads _ ___ __ _ ___ · _ _ _ _ __ ··· .. • ···- Column self weight included: 1,256.67 lbs• Dead Load Factor AXIAL LOADS ... Axial Load at 13.0 fl above base, D = 10.183, LR = 2.210, E = 2. 750 k BENDING LOADS ... Lat. Uniform Load creating Mx-x, W = 0.20 k/fl DESIGN SUMMARY Load Combination Location of max.above base +0.90D+1.60W+1.60H 12.913ft Maximum Stress Ratio Ratio = (PuA2+MuA2)".5 / (PhiPnA2+PhiMnA2JA.5 Pu= 10.296 k cp *Pn = Mu-x = 6. 760 k-ft (J) • Mn-x = Mu-y = 0.0 k-ft <p * Mn-y = Mu Angle= Mu at Angle= 0.0 deg 6.760 k-ft q>Mn at Angle= 0.644: 1 16.449 k -10.502k-fl O.Ok-fl 10.491 k-ft Pn & Mn values located at Pu-Mu vector intersection with capacity cuNe Column Capacities •.. Pnmax: Nominal Max. Compressive Axial Capacity 351.657 k Pnmin : Nominal Min. Tension Axial Capacity -111 . 60 k cp Pn, max : Usable Compressive Axial Capacity 182 .862 k q> Pn, min: Usable Tension Axial Capacity -72.540 k Overall Column Height End Fixity 13.0 ft Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X-X (width) axis: Unbraced Length for X-X Axis buckling = 10 ft, K = 1.0 Y-Y (depth) axis: X Unbraced Length for X-X Axis buckling = 10 ft, K = 1.0 y . #5 #5 ~i#§--X .#5. _Entered loads are factored per load corr1binatio_ris ~ecifiE!_d b_y u_l,er,_ Maximum SERVICE Load Reactions .. TopalongY-Y 0.0k BottomalongY-Y 0.0k Top along X-X 1.30 k Bottom along X-X 1 .30 k Maximum SERVICE Load Deflections ... AlongY-Y 0.1445in at 6.544ft above base for load combination : w Only Along X-X O.Oin at 0.0ft above base for load combination : General Section Information . cp = 0.650 p = 0.850 p : % Reinforcing 1.938 % Rebar% Ok e = 0.80 Reinforcing Area 1.860 inA2 Concrete Area 96.0 inA2 Page 135 of 159 -• • • II • • • • • • • • ... ., ,..; - - - - - - --- Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection Title Block Line 6 Project Title: Engineer: Project Descr: Con(:rete C . . -·.· . . -Fi1e:c:1useislderult\ . h Description : C2 WORST CASE -2 story garage -6x16 concrete column between garage doors GovemingLoadCQmbination Results Governing Factored Moment SourcJ Dist from Axial Load k Project ID: Bel)ding Analysis k-ft Utilization Load Combination X-X Y-Y I base ft Pu (f) *Pn ox 3x*Mux 3Y 3y*Muy Alpha (deg; 3 Mu (f) Mn Ratio +1.400 M2,min 12.91 16.02 182.86 1.000 + 1.20D+0.50Lr+ 1.60L +1.60H M2,min 12.91 14.83 182.86 1.000 +1.200+ 1.60L +0.508+ 1.60H M2,min 12.91 13.73 182.86 1.000 +1.20D+1.60Lr+0.50L M2,min 12.91 17.26 182.86 1.000 + 1.200+ 1.60Lr+0.80W Actual 12.91 17.26 56.28 1.000 3.38 +1.20D+0.50L + 1.608 M2,min 12.91 13.73 182.86 1.000 +1.200+ 1.60S+0.80W Actual 12.91 13.73 44.15 1.000 3.38 +1.20D+0.50Lr+0.50L+1.60W Actual 12.91 14.83 23.57 1.000 6.76 +1.20D+0.50L +0.50S+1.60W Actual 12.91 13.73 21.11 1.000 6.76 +1.20D+0.50L +0.20S+E M2,min 12.91 16.48 182.86 1.000 +0.900+ 1.60W+ 1.60H Actual 12.91 10.30 16.45 1.000 6.76 +0.90D+E+1.60H M2,min 12.91 13.05 182.86 1.000 Maxim11m Reactions -Unfactored Reaction along X-X Axis Reaction along Y-Y Axis Load Combination @Base @Top @Base @Top D Only k ~~ k W Only 1.300 1.300 k E Only k D+Lr k D+W 1.300 1.300 k D+Lr +W 1.300 1.300 k D+E k D+Lr+E k Maximum Deflections for Load Combinations . -Unfactored loads __ .. __________ .... Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection DOnly 0.0000-in 0.000 ft 0.000 in Lr Only 0.0000 in 0.000 ft 0.000 in WOnly 0.0000 in 0.000 ft 0.144 in EOnly 0.0000 in 0.000 ft 0.000 in D+lr 0.0000 in 0.000 ft 0.000 in D+W 00000 in 0.000 ft 0.144 in D+lr+W 00000 in 0.000 ft 0.144 in D+E 0.0000 in 0.000 ft 0.000 in D+Lr+E 0.0000 in 0000 ft 0.000 in Sketches "IIIJ.)'loads .#6 f· .#6 X -' ~' .#6 -: .#6 I! lool<r,QalorgX-XAxis Interaction Diagrams _ 1.44 90.000 1.44 16.35 0.088 1.33 90.000 1.33 16.35 0.081 1.24 90.000 1.24 16.35 O.D75 1.55 90.000 1.55 16.35 0.095 0.000 3.38 10.99 0.307 1.24 90.000 1.24 16.35 0.075 0.000 3.38 10.87 0.311 0.000 6.76 10.59 0.638 0.000 6.76 10.56 0.641 1.48 90.000 1.48 16.35 0.090 0.000 6.76 10.49 0.644 1.17 90.000 1.17 16.35 0.072 Note: Only non-zero reactions are listed. k k k k k k k k k Distance 0.000 0.000 6.544 0.000 0.000 6.544 6.544 0.000 0.000 ft ft ft ft ft ft ft ft ft ;;: ~ ~ Axial Reaction @Base 11.440k 2.210 k k 2.750 k 13.650 k 11.440k 13.650k 14.190k 16.400 k tooklrgaloogY-Y AXIS Page 136 of 159 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Concrete Column '>'" •• • • •>,,•• C ;,;v(•' ...... , Project Title: Engineer: Project ID: Project Descr. Description : C2 WORST CASE-2 story garage-6x16 concrete column between garage doors Concrete Column P-M Interaction Diagram 225.0 Phi • Mn @ Alpha (k-ft) 202.5 180.0 157.5 135.0 112.5 67.5 45.0 22.5 225.0 Load Comb= '1400 Alpha= &OOdeg (1602 144) Concrete Column P-M Interaction Diagram Phi • Mn @ Alpha (k-ft) Load Comb a •1 20C•1 60Lr+O ~OL Alpha= !/0011,;,.g 11726 1 55) 225.0 -1 202.5 _j 180.0_~ 157.5~ 135.0~_. 112.5~ 1-90.0 1 Concrete Column P-M Interaction Diagram Phi • Mn @ Alpha (k-ft) \ 67.5 j 45.oJ ~~\ 22.5 !. _ . ,• \ E a. i--, . /! o~'.o:o-,:z:u~-fi.o-'24J,3i:r.o35r·41g--1nr,,,,~;~-59_9 Load Comb ~ +1 200+0 50Lr+1 60l•1 60H Alpt,a~ 90 Odeg (14113 1 33) Concrete Column P-M Interaction Diagram Phi• Mn @ Alpha (k-ft) 112.5 90.0 67.5 45.0 / .I 22.5 i 0\0---t'2---2o3-----3'5---4,7----5-.8-7.0 8.2 9-.3--~.5--4U Page 137 of 159 ... ... - • .. • .. .. .. • • • ,,,, • II • • • • Iii • • • " • .. - - ·- - - - - - Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block" selection. Project Title: Engineer: Project ID: Project Descr: , Title BlocUi~-----~--------------~·------·---~-----~~~=- / Concrete Column · 1·,1 ''*• Description : C2 WORST CASE -2 story garage -6x16 concrete column between garage doors 225.0 202.5 180.0 157.5 135.0 112.5 90.0 67.5 45.0 22.5 J Concrete Column P-M Interaction Diagram Phi• Mn @ Alpha (k-ft) / ' C: 0.. . E 0.. 0-0---12· -2,3--35---,u--5'8 ·7.0----&2--9c3--·10.5--H-.7 225.0 202.5 180.0 157.5 135.0 112.5 90.0 67.5 45.0 22.5 o:o Lo~dC<>mO a +l 200+1 605+080\~ Alpha• 00d&g (13 73 338) Concrete Column P-M Interaction Diagram Phi • Mn @ Alpha (k-ft) -.. ,~ ' -,\,'\ \ ,) C a. E a. ,rn--· 12.0 · · rn:o · 24.o-· 30.0 / 3"5:9-41 _9 ·-47:g /;3J,--59 9 Load Comb• +1 200•0 50L•O :ZOS+E AlpMa• ~OOCU,g 11€ 48 1 48) 225.0 __ 202.5 180.0_ 157.5 135.0 , 112.5 90.0 67.5 45.0 22.5_ Concrete Column P-M Interaction Diagram Phi• Mn @ Alpha (k-ft) i I / ! j C 0.. . & 010 1.2-2.3 ---3-.$---4,7 ----1>.S--7,0 .. _ 8,2 9.3 --t0.5 -11.7 225.0 202.5 180.0 157.5 135.0 112.5 90.0 67.5 45.0 22.5 Concrete Column P-M Interaction Diagram Phi• Mn @ Alpha (k-ft) / ' I o;-0. 1.2 --2,3. .... 3.5-----4,-7'----5-.3---7,0--8,2-----·Y,3--cf0,& ... 11.7 Page 138 of 159 PATTERSON ENGINEERING, INC 4747 MISSION BLVD., SUITE 6 SAN DIEGO, CA 92109 FOUNDATION CALCULATIONS Page 139 of 159 - - • • ,. • .. • • • -• • • • .. " • • • .. • • • • • .. • • .. -.... -- - ---------- --- ----- - Title Block Line 1 You can change this area using the 'Settings" menu item and then using the "Printing & Title Block' selection. Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 Printed: 3 DEC 2013, 9:42PM [~c: .. .. ~--~-.. -------~~--~-----·--· ~··~···-·--·· -~-. .. . .. · file~ C:\Users\defuit\D!opbox\13140P".1\CACLUL~1ln)odelslEnercalc\l:IUTJON~1.f:C6 . ' [ \JV3,ff. fOOting ENERCALC, lNC 19~~13, Build:6.13.8.20, Ver.6.13.8.ZQ Description : SINGLE STORY RESIDENCE -FOUNDATION@ SHEAR WALL LINE E PIER 1 ETABS Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used: ASCE 7-02 General Information Material Properties fc: Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density <p Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow% Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor AutoCalc Footing Weight as DL Dimens_ions Footing Widt Wall Thickness Wall oenter offset from center of footing = -' xt-1 Appliedloads 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.000180 1.10 : 1 1.10 : 1 No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistanoe (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than 2.50 ft 6.0 in Footing Thicknes 24.0 in Reinforcing Bars along X-X Axis Bar spacing Reinforcing Bar Size O in 6" •-z Rebar Centerline to Edge of Concrete. at Bottom of footing 3. 0 in .x bars@ 12 in X-z P : Column Load OB : Overburden D 0.450 Lr L s w E 6.060 V-x M-zz in above top of footing 1.50 ksf No 130.0 pcf 0.30 ft ksf ft ksf ft H Vx applied DESIGN SUMMARY lesign Of< Min. Ratio Item PASS 0.9625 Soil Bearing PASS n/a Overturning -Z-Z PASS n/a Sliding -X-X PASS n/a Uplift PASS 0.04572 Z Flexure ( +X) PASS 0.04479 Z Flexure (-X) PASS n/a 1-way Shear (+X) PASS 0.0 1-way Shear (-X) Applied 1.877 ksf 0.0 k-ft 0.0 k 0.0 k 1.320 k-ft 1.293 k-ft 0.0 psi 0.0 psi Capacity 1.950 ksf 0.0 k-ft 0.0 k 0.0 k 28.871 k-ft 28.871 k-ft 82.158 psi 0.0 psi Governing Load Combination +D+0.70E+H No Overturning No Sliding No Uplift + 1.200+0 .50L +O .20S+E +0.90D+E+ 1.60H n/a n/a 12.00 # 5 k ks! k k-ft Page 140 of 159 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Trtle Block Line 6 I ::J,;~·': Project TITie: Engineer: Project ID: Project Descr. Description : SINGLE STORY RESIDENCE-FOUNDATION@SHEARWALL LINE E PIER 1 ETABS SoHBearing _ _ Rotation Axis & Load Combination ... Gross Allowable Xecc 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in Zecc ------------------------- . D Only . +D+L+H . +D+Lr+H . +D+S+H . +D+0.750Lr+0.750L +H . +D+0.750L +O. 750S+H . +D+W+H . +D+0.70E+H . +D+0.750Lr+O. 750L +O. 750W+H . +D+0.750Lr+0.750L +0.5250E+H . +D+0.750L +O. 750S+0.750W+H . +D+0.750L +O. 750S+0.5250E+H . +0.60D+W+H , +0.60D+0 .. 70E+H . overtuh'iiflg,~birlfy,r ,. Rotation Axis & Load Combination ... --------------~-------------- Footing Has NO Overturning Sffding Stabi~ . ,,;i)t .. ' ' .... · Force Application Axis Load Combination ... ---------------------------- --- Footing Has NO Sliding .. Footing Flex~ .. ·· · .. . ~ __ _ _ _ Flexure Axis & Load Combination , +1.400 . +1.400 . +1.20D+0.50Lr+1.60L+1.60H . +1.20D+0.50Lr+1.60L+1.60H . + 1.200+ 1.60L +0.508+ 1.60H , + 1.200+ 1.60L +0.508+ 1.60H . +1.20D+1.60Lr+0.50L . +1.200+1.60Lr+0.50L , +1.200+1.60Lr+0.80W , +1.20D+1.60Lr+0.80W . + 1.200+0.SOL + 1. 60S . +1.20D+0.50L+1.60S , +1.20D+1.60S+0.80W , +1.20D+1.60S+0.80W . + 1.20D+0.50Lr+0.50L + 1.60W , +1.20D+0.50Lr+0.50L+1.60W . +1.200+0.SOL +0.50S+1.60W . +1.200+0.SOL +0.50S+1.60W . + 1.200+0 .SOL +O .20S+E . + 1.200+0 .SOL +O .20S+E , +0.90D+1.60W+1.60H , +O .900+ 1.60W+ 1.60H . +0.90D+E+1.60H . +0.90D+E+1.60H -~e Way Shear 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.950 ksf 1.50 ksf 1.950 ksf 1.50 ksf 1.952 ksf 1.50 ksf 1.950 ksf _ Ov,ert_uming Momel"lt .. Slidin~Force Mu k-ft Which Tension@Bot. 0.126 0.126 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 0.108 1.32 1.32 0.081 0.081 1.293 1.293 Side ? or_T<!!) ?_ -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X -X +X Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Load Combination ... -----------------Vu@·X Vu@+X +1.400 + 1.200+0 .50Lr+ 1.60L + 1.60H +1.20D+1.60L+0.50S+1.60H + 1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+O .BOW + 1.200+0.SOL + 1.608 0 psi O psi 0 psi O psi 0 psi O psi O psi O psi 0 psi O psi 0 psi O psi +Z As Req'd in'2 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 0.0518 Actual Soil Bearing Stress Actual I Allowable Ratio +Z ·X -X 0.180 ksf 0.180ksf 0.180ksf 0.180ksf 0.180ksf 0.180ksf 0.180 ksf 1.877 ksf 0.180 ksf 1.453 ksf 0.180ksf 1.453 ksf 0.1080 ksf 1.805 ksf 0.180 ksf 0.180 ksf 0.180 ksf 0.180 ksf 0.180 ksf 0.180 ksf 0.180 ksf 1.877 ksf 0.180 ksf 1.453 ksf 0.180 ksf 1.453 ksf 0.1080 ksf 1.805 ksf ------ 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.963 0.120 0.745 0.120 0.744 0.072 0.926 Units: k-ft Resisting MolTlent Stability Ratio ... _ _ ~ta!u~ ... Resisting Force Gvm.As in'2 Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% Min Temp% . Slidi.rig_Sa_fet}'R_ati? _ _ ~tatus Actual As Phi*Mn in"2 k-ft Status - ---------------------~ ---------· 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK 0.31 28.871 OK Units :k Vu:Max PhiVn Vu/Phi*Vn Status OK OK OK OK OK OK O psi 82.158 psi 0 psi 82.158 psi 0 psi 82.158 psi 0 psi 82.158 psi 0 psi 82.158 psi 0 psi 82.158 psi --------- 0 0 0 0 0 0 Page 141 of 159 -- --• • • • -• • ,. • " 1111 .. • " • • w - - - - - Title Block Line 1 Project Title: Engineer: Project Descr: Description: SINGLE STORY RESIDENCE -FOUNDATION@ SHEAR WALL LINE E PIER 1 ETABS +1.20D+1.60S+0.80W +1.20D+0.50Lr+0.50L +1.60W + 1.200+0 .50L +O .50S+ 1.60W O psi 0 psi O psi 0 psi 0 psi Opsi 0 psi 0 psi 0 psi 82.158 psi 82.158 psi 82.158 psi 0 0 0 Project ID: Page 142 of 159 OK OK OK Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Description: SINGLE STORY RESIDENCE -FOUNDATION@ SHEAR WALL LINE E PIER 1 ETABS .. One Way Shear ___ _ Load Combination ... ---------------- +1.20D+-0.50L +-0.20S+E +-0.900+ 1.60W+ 1.60H +-0.90D+E+1.60H \lu@-X -yu_@!X - 0 psi O psi 0 psi O psi 0 psi O psi Vu:Max 0 psi 0 psi 0 psi PhiVn ----------~ 82.158 psi 82.158 psi 82.158 psi Vu /Phi*Vn Projec!ID: Units: k 0 0 0 Status OK OK OK Page 143 of 159 l,.;. , II " • " .. • • " • • • 1111 • " • • • • • - - - --- - Title Block Line 1 You can change this area using the 'Settings' menu item and then using the "Printing & Title Block" selection. Title Block Line 6 l ~~~,r11t f!oo~iog Project Title: Engineer: Project ID: Project Descr: Description : SINGLE STORY RESIDENCE -FOUNDATION 2 SHEAR WALL PIER 8 ET ABS ON GL 1 Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used : ASCE 7-02 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Rein!. Min Allow% Temp Rein!. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thicknes Pedestal dimensions ... px : parallel to X-X Axis pz: parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete. at Bottom of footing .. ~ei_nforc_irtg Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Sizi # 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.000180 1.0: 1 1.0: 1 Yes Yes No 2.50 ft 4.0 ft 24.0 in No 6.0 in 48.0 in in 3.0 in 5.0 5 3.0 # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separationg X-X Axis # Bars required within zone 76.9 % # Bars required on each side of zone 23. 1 % -~pli~<! L.~ads P : Column Load OB : Overburden M-xx M-zz V-x V-z D 1.583 Lr 0.190 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth befow soil surface Allowable pressure increase per foot of dept= when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of dep == when maximum length or width is greater- ~,-----X "'" rn 0. (0 (D ·~ 2'f ~ 1.50 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft 3-# 5Bars L s w E 18.60 H k ksf k-ft k-ft k k Page 144 of 159 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 t g~n,eral ~fb9~h'tQ;<9:~;,;;,; ::· ,/',<jF ''>~C<:::.-t>"J Project Title: Engineer: Project ID: Project Descr: Fife= C:~\defult\Orppbox\1314llP-1!CACLUI.-.. . ·-----ENERCALC, INC. 1983- Description : SINGLE STORY RESIDENCE-FOUNDATION 2 SHEAR WALL PIER 8 ET ABS ON GL 1 DESIGN SUMMARY ··------~---~---····-···---------------·"'-----··----~------·--·--·--··--··---4-··------- Min. Ratio Item -- ----- PASS 0.8772 Soil Bearing PASS nla Overturning -X-X PASS nla Overturning -Z-Z PASS n/a Sliding -X-X PASS n/a Sliding -Z-Z PASS n/a Uplift PASS 0.03335 Z Flexure (+X) PASS 0.03335 Z Flexure (-X) PASS 0.0 X Flexure (+Z) PASS 0.0 X Flexure (-Z) PASS nla 1-way Shear (+X) PASS 0.0 1-way Shear (-X) PASS n/a 1-way Shear ( +Z) PASS nla 1-way Shear (-Z) PASS n/a 2-way Punching _ Detailed Results__ __ _ _ _ _ _ _ _ __ _ S_oil E3_e!rinL _ Rotation Axis & Load Combination •.. ------------- Overturning Stability Rotation Axis & Load Combination ... Footing Has NO Overturning Sliding Stability Force Application Axis Gross Allowable Applied 1.750 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 1.199k-ft 1.199 k-ft 0.0 k-ft 0.0 k-ft 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.5947 psi Xecc Zecc C>vertuming Moment Load C<>_mbi11ation... Sliding Force _ Footing Has NO Sliding _ Footing Flexure_ _ ___________________________ _ Flexure Axis & Load Combination Mu Which Tension@ k-ft Side? Bot or Top? -- X-X, +1.400 0.0 +Z Top X-X. +1.400 0.0 -Z Top X-X, +1.20D+0.50Lr+1.60L+1.60H 0.0 +Z Top X-X. +1.20D+0.50Lr+1.60L +1.60H 0.0 -Z Top X-X, +1.20D+1.60L+0.50S+1.60H 0.0 +Z Top X-X, + 1.200+ 1.60L +0.50S+ 1.60H 0.0 -Z Top X-X, + 1.200+ 1.60Lr+0.50L 0.0 +Z Top X-X, + 1.200+ 1.60Lr+0.50L 0.0 -Z Top X-X, +1.20D+1.60Lr+0.80W 0.0 +Z Top X-X, +1.200+ 1.60Lr+0.80W 0.0 -Z Top X-X. + 1.20D+0.50L + 1.60S 0.0 +Z Top X-X, +1.20D+0.50L+1.60S 0.0 -Z Top X-X. +1.20D+1.60S+0.80W 0.0 +Z Top X-X, + 1.200+ 1.60S+0.80W 0.0 -Z Top X-X, +1.20D+0.50Lr+0.50L + 1.60W 0.0 +Z Top X-X, +1.20D+0.50Lr+0.50L+1.60W 0.0 -Z Top X-X, +1.20D+0.50L+0.50S+1.60W 0.0 +Z Top X-X, + 1.20D+0.50L +0.50S+ 1.60W 0.0 -Z Top X-X, +1.20D+0.50L+0.20S+E 0.0 +Z Top X-X, +1.20D+0.50L+0.20S+E 0.0 -Z Top X-X, +0.90D+1.60W+1.60H 0.0 +Z Top X-X, +0.90D+1.60W+1.60H 0.0 -Z Top X-X, +0.90D+E+1.60H 0.0 +Z Top X-X, +0.90D+E+1.60H 0.0 -Z Top Z-Z. +1.400 0.3138 -X Bottom +Z As Req'd in•2 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 0.05184 Capacity --- 1.995 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 35.956 k-ft 35.956 k-ft 0.0 k-ft 0.0 k-ft 82.158 psi 0.0 psi 82.158 psi 82.158 psi 82.158 psi Design OK Governing Load Combination +D+0.70E+H about Z-Z axis No Overturning No Overturning No Sliding No Sliding No Uplift + 1.20D+0.50L +0.20S+E + 1.20D+0.50L +0.20S+E No Moment No Moment n/a n/a nla n/a + 1.20D+0.50L +0.20S+E Actual Soil Bearing Stress ------Actual/-Al-lowabie +Z -X -X Ratio Resisting Moment Sta~il~ty_Ratio --__ S~_IJ_S_ All units k Resisting Force Sliding_ S~f!ty~!tio ____ Sl!tl!_s__ _ -------------------- Gvrn.As in•2 Actual As Phi*Mn Status irr'2 k-ft ------------------- Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3720 34.543 OK Min Temp% 0.3875 35.956 OK Page 145 of 159 -- [ • • " • I • II • • " • • • Ill • • II - ------- - Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block" selection . .. Title Block Line 6 ~~-~-·~-··~·--···--······· l General. f~9tfp9;;"': t.t ti •• Project Title: Engineer: Project ID: Project Descr: Printed: 3 DEC 2013, 942PM . .. . file= C:\Users\defult\Oropboxl 13140P-1\CACLUl-1lmodels\l;nen:alc\HUTTOtMJ;C6 e!ERCAlC, INC .. 1983'-.201$, Bui1d:6J ... 13.8.20 Description : SINGLE STORY RESIDENCE· FOUNDATION 2 SHEAR WALL PIER 8 ET ABS ON GL 1 Z-Z, +1.400 Z-Z, +1.20D+0.50Lr+1.60L +1.60H Z-Z, +1.200+0.50Lr+1.60L +1.60H 03138 0.2737 0.2737 +X Bottom -X Bottom +X Bottom 0.05184 MinTemp% 0.05184 Min Temp% 0.05184 Min Temp% 0.3875 0.3875 0.3875 35.956 35.956 35.956 Page 146 of 159 OK OK OK Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 3 DEC 2013, 9:42PM "' -Ale~ C:\Usersldefult\Dropl:lox\13140P-11CACtU~ ~1\nwdels\Enercalc\HUHON~ 1.EC6 •••••••• IJ.t:m!I?]l£i. ,!I-1:aJ_. ,INC,,198'3'201Y.$u"ild:6.13.8.20, Ver:6.13.8.20 Description: SINGLE STORY RESIDENCE-FOUNDATION 2 SHEAR WALL PIER 8 ETABS ON GL 1 . Footing Flexure . _ ----~--------~A__;.__·, __ __ ___ ___ _ _ Flexure Axis & Load Combination Z-Z, +1.20D+1.60L +0.50S+1.60H Z-Z. +1.20D+1.60L+0.50S+1.60H Z-Z. +1.20D+1.60Lr+0.50L Z-Z. +1.20D+1.60Lr+0.50L Z-Z, +1.20D+1.60Lr+0.80W Z-Z, +1.20D+1.60Lr+0.80W Z-Z, +1.20D+0.50L+1.60S Z-Z, +1.20D+0.50L +1.60S Z-Z, +1.20D+1.60S+0.80W Z-Z, +1.20D+1.60S+0.80W Z-Z, + 1.20D+0.50Lr+0.50L + 1.60W Z-Z, +1.20D+0.50Lr+0.50L + 1.60W Z-Z, + 1.20D+0.50L +0.50S+ 1.60W Z-Z, + 1.20D+0 .50L +O .50S+ 1.60W Z-Z, +1.20D+0.50L +0.20S+E Z-Z, +1.20D+0.50L +0.20S+E Z-Z, +0.90D+1.60W+1.60H Z-Z, +0.90D+1.60W+1.60H Z-Z, +0.90D+E+1.60H Z-Z, +0.90D+E+1.60H OneWayShear ·· Load Combination ••. ------------ + 1.400 + 1.20D+0.50Lr+ 1.60L + 1.60H + 1.200+ 1.60L +0.50S+ 1.60H +1.20D+1.60Lr+0.50L + 1.200+ 1.60Lr+0.80W + 1.20D+0.50L + 1.60S + 1.200+ 1.60S+0.80W +1.20D+0.50Lr+0.50L +1.60W + 1.20D+0.50L +0.50S+ 1.60W + 1.20D+0.50L +0.20S+E +0.90D+1.60W+1.60H +O .90D+E+ 1.60H Punching Shear Load Combination ... +1.400 + 1.20D+0 .50Lr+ 1.60L + 1.60H + 1.200+ 1.60L +0.50S+ 1.60H + 1.200+ 1.60Lr+0.50L + 1.200+ 1.60Lr+0.80W + 1.20D+0 .50L + 1 .60S + 1.200+ 1.60S+0.80W + 1.20D+0.50Lr+0.50L +1.60W + 1.20D+0.50L +0.50S+1.60W + 1.20D+0 .50L +O .20S+E +0.900+ 1.60W+1.60H +0.90D+E+ 1.60H Mu Which Tension@ k-ft Side? B<>lor_Top? 0.2690 -X Bottom 0.2690 +X Bottom 0.2842 -X Bottom 0.2842 +X Bottom 0.2842 -X Bottom 0.2842 +X Bottom 0.2690 -X Bottom 0.2690 +X Bottom 0.2690 -X Bottom 0.2690 +X Bottom 0.2737 -X Bottom 0.2737 +X Bottom 0.2690 -X Bottom 0.2690 +X Bottom 1.199 -X Bottom 1.199 +X Bottom 0.2017 -X Bottom 0.2017 +X Bottom 1.132 -X Bottom 1.132 +X Bottom ------------ _Vu_@-_X yu@+~ - -Vll@_·Z Opsi Opsi Opsi Opsi Opsi Opsi Opsi O psi Opsi Opsi Opsi Opsi Opsi 0 psi Opsi 0 psi Opsi 0 psi 0 psi Opsi Opsi Opsi 0 osi Opsi Vu ---------- 0.1557 psi 0.1358 psi 0.1334 psi 0.141 psi 0.141 psi 0.1334 psi 0.1334 psi 0.1358 psi 0.1334 psi 0.5947 psi 0.1001 psi 0.5614 psi As Req'd Gvrn.As Actual As Phi*Mn Status in'2 in'2 in'2 k-ft 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK 0.05184 Min Temp% 0.3875 35.956 OK Vu@+Z Vu:Max PhiVn Vu/Phi*Vn Status -- 0 psi 0 psi Opsi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK 0 psi 0 psi 0 psi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK O psi 0 psi 0 psi 82.158 psi 0 OK 0 psi O psi 0 psi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK 0 psi 0 psi 0 psi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK 0 psi 0 psi Opsi 82.158 psi 0 OK All units k Phi*Vn Vu/Phi*Vn Status 102.698psi 0.001516 OK 102.698psi 0.001322 OK 102.698psi 0.001299 OK 102.698psi 0.001373 OK 102.698psi 0.001373 OK 102.698osi 0.001299 OK 102.698psi 0.001299 OK 102.698psi 0.001322 OK 102.698psi 0.001299 OK 102.698psi 0.005791 OK 102.698psi 0.000974 OK 102.698psi 0.005466 OK Page 147 of 159 ,, ... ,. • • • JIii • • II • I • • • • • .. .. • .. • • • - - - --- - General Footing Description : SINGLE STORY RESIDENCE-TYPICAL SHEAR WALL WORST CASE FOOTING PIER 12 ETABS Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used : ASCE 7-02 General Information Material Properties fc : Concrete 28 day strength ty : Rebar Yield Ee: Concrete Elastic Modulus Concrete Density (j) Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow% Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use fig w1 for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal w1 for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thicknes Pedestal dimensions ... px : parallel to X-X Axis pz : parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete .. at Bottom of footing Reinforcing Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar SizE # 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.000180 1.0: 1 1.0 : 1 Yes Yes No 2.0 ft 3.0 ft 24.0 in 6.0 in 48.0 in in 3.0 in 5.0 5 3.0 No # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separatiomg X-X Axis # Bars required within zone 80.0 % # Bars required on each side of zone 20.0 % App~i~d Loads ________ _ P : Column Load OB : Overburden M-xx M-zz V-x V-z D 1.281 Lr 0.4270 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allowable pressure increase per loot of deptt= when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of dept= when maximum length or width is greater,! z ~ X C') rn a. co ct> -,o ·~ 2·~·-~ 1.50 ksf No 250.0 pc! 0.30 ft ksf ft ksf ft 3-#5Bars L s w E 12.20 H k ksf k-ft k-ft k k Page 148 of 159 ICACL1JL-1\modela1Enercalc\HUTT ON~4.EC6-' .. . 1983-2013, Bmkl:6J3.8.3i, Vectt 13,8.;3t Description : SINGLE STORY RESIDENCE -TYPICAL SHEAR WALL WORST CASE FOOTING PIER 12 ETABS DESIGN SUMMARY --··----·-···-·-----·-·-·---·---··---·--··---···--.. -------·----·-~---·~-. ·---------- Design OK Min.Ratio Item Applied Capacity Governing Load Combination ---------PASS 0.9659 Soil Bearing 1.927 ksf 1.995 ksf +D+0.70E+H about Z-Z axis PASS n/a Overturning -X-X 0.0 k-ft 0.0 k-ft No Overturning PASS nla Overturning -Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding -X-X 0.0 k 0.0 k No Sliding PASS nla Sliding -Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01556 Z Flexure (+X) 0.7414 k-ft 47.647 k-ft + 1.20D+0.50L +0.20S+E PASS 0.01556 Z Flexure (-X) 0.7414 k-ft 47.647 k-ft + 1.20D+0.50L +0.20S+E PASS 0.0 X Flexure (+Z) 0.0 k-ft 0.0 k-ft No Moment PASS 0.0 X Flexure (-Z) 0.0 k-ft 0.0 k-ft No Moment PASS n/a 1-way Shear (+X) 0.0 psi 82.158 psi nla PASS nla 1-way Shear (-X) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear ( +Z) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear (-Z) 0.0 psi 82.158 psi n/a PASS nla 2-way Punching 0.0 psi 82.158 psi n/a Detailed Results Soil E3earing _ -----------------------------------------------. Rotation Axis & Actual Soil Bearing Stress Actual I Allowable Load Combination ... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio - - ------------·--------------- - ------ - X-X, D Only 1.50 n/a 0.0 0.5035 0.5035 n/a n/a 0.336 X-X, +D+L+H 1.50 n/a 0.0 0.5035 0.5035 n/a n/a 0.336 X-X, +D+Lr+H 1.50 nla 0.0 0.5747 0.5747 n/a n/a 0.383 X-X, +D+S+H 1.50 n/a 0.0 0.5035 0.5035 n/a n/a 0.336 X-X, +D+0.750Lr+O. 750L +H 1.50 nla 0.0 0.5569 0.5569 n/a n/a 0.371 X-X, +D+0.750L +0.750S+H 1.50 nla 0.0 0.5035 0.5035 n/a n/a 0.336 X-X, +D+W+H 1.50 n/a 0.0 0.5035 0.5035 n/a nla 0.336 X-X, +D+0.70E+H 1.995 nla 0.0 1.927 1.927 n/a n/a 0.966 X-X, +D+0.750Lr+0.750L +O. 750W+H 1.50 n/a 0.0 0.5569 0.5569 n/a n/a 0.371 X-X, +D+0.750Lr+0.750L +0.5250E+H 1.995 nla 0.0 1.624 1.624 n/a n/a 0.814 X-X, +D+0.750L +0.750S+0.750W+H 1.50 nla 0.0 0.5035 0.5035 n/a n/a 0.336 X-X, +D+0.750L +0.750S+0.5250E+H 1.995 n/a 0.0 1.571 1.571 n/a n/a 0.788 X-X, +0.60D+W+H 1.50 n/a 0.0 0.3021 0.3021 n/a n/a 0.201 X-X, +0.60D+0.70E+H 1.995 nla 0.0 1.725 1.725 n/a n/a 0.865 Z-Z, D Only 1.50 0.0 n/a n/a nla 0.5035 0.5035 0.336 Z-Z, +D+L+H 1.50 0.0 n/a nla nla 0.5035 0.5035 0.336 Z-Z, +D+Lr+H 1.50 0.0 n/a n/a n/a 0.5747 0.5747 0.383 Z-Z, +D+S+H 1.50 0.0 n/a nla n/a 0.5035 0.5035 0.336 Z-Z, +D+0.750Lr+0.750L+H 1.50 0.0 nla n/a nla 0.5569 0.5569 0.371 Z-Z, +D+0.750L +0.750S+H 1.50 0.0 n/a n/a nla 0.5035 0.5035 0.336 Z-Z,+D+W+H 1.50 0.0 n/a n/a nla 0.5035 0.5035 0.336 Z-Z, +D+0.70E+H 1.995 0.0 nla n/a n/a 1.927 1.927 0.966 Z-Z, +D+0.750Lr+0.750L +0.750W+H 1.50 0.0 nla n/a n/a 0.5569 0.5569 0.371 Z-Z, +D+0.750Lr+0.750L +0.5250E+H 1.995 0.0 n/a nla nla 1.624 1.624 0.814 Z-Z, +D+0.750L +0.750S+0.750W+H 1.50 0.0 nla n/a n/a 0.5035 0.5035 0.336 Z-Z, +D+O. 750L +O. 750S+0.5250E+H 1.995 0.0 n/a n/a nla 1.571 1.571 0.788 Z-Z, +0.60D+W+H 1.50 0.0 nla n/a nla 0.3021 0.3021 0.201 Z-Z. +0.60D+0.70E+H 1.995 0.0 n/a n/a n/a 1.725 1.725 0.865 _ Overturning Stabmty ______ ------------------- - Rotation Axis & Load Combination ... Oye_rtur_ning Mome_nt __ __ _ __ R_e!isting _ Mornen! _ Stability Ratio __ Status Footing Has NO Overturning __ Sliding Stability All units k -·-------------·-----· --------·--· -------------· Force Application Axis Load Combination ... Sliding Force Re_!i~ti_n9 ~~ce _ Sliding SafetyRatio _ Status --- Footing Has NO Sliding Page 149 of 159 -- - ,,.. • • • " • • • .. .. • • • iii " Ill .. • .. II .. • .. • File ,;C:\Users1Kurt\Dropt,ox\13140P-1\CACLULN1 ENERCALC, lNCS 1 Description : SINGLE STORY RESIDENCE-TYPICAL SHEAR WALL WORST CASE FOOTING PIER 12 ET ABS _ Footing Flexure --. --· -·-·· ·-···--··---·----------------·---·--· -·· ---···-------------------- Flexure Axis & Load Combination Mu Which Tension@ As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Side? Bot or Top? in"2 in'2 in'2 k-ft X-X, +1.400 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK ~MMII' X-X, +1.400 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.200+1.60L +0.50S+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.200+1.60L+0.50S+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK ""' X-X, +1.200+1.60Lr+0.50L 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.200+1.60Lr+0.50L 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.200+1.60Lr+0.80W 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.200+1.60Lr+0.80W 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50L+1.60S 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50L +1.60S 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+1.60S+0.80W 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+1.60S+0.80W 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50Lr+0.50L+1.60W 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50Lr+0.50L +1.60W 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50L+0.50S+1.60W 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50L +0.50S+1.60W 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50L+0.20S+E 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +1.20D+0.50L +0.20S+E 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +0.900+1.60W+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +0.900+1.60W+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +0.90D+E+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.4650 42.989 OK X-X, +0.90D+E+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.4650 42.989 OK Z-Z, +1.400 0.1982 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.400 0.1982 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 0.1799 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+0.50Lr+1.60L+1.60H 0.1799 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+1.60L +0.50S+1.60H 0.1698 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+1.60L +0.50S+1.60H 0.1698 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+1.60Lr+0.50L 0.2019 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+1.60Lr+0.50L 0.2019 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+1.60Lr+0.80W 0.2019 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+1.60Lr+0.80W 0.2019 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+0.50L +1.60S 0.1698 -X Bottom 0.05184 Min Temp% 05167 47.647 OK Z-Z, +1.200+0.50L +1.60S 0.1698 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+1.60S+0.80W 0.1698 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+1.60S+0.80W 0.1698 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+0.50Lr+0.50L + 1.60W 0.1799 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+0.50Lr+0.50L+1.60W 0.1799 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+0.50L +0.50S+1.60W 0.1698 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+0.50L +0.50S+1.60W 0.1698 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.200+0.50L+0.20S+E 0.7414 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +1.20D+0.50L+0.20S+E 0.7414 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +0.90D+1.60W+1.60H 0.1274 -X Bottom 0.05184 Min Temp% 05167 47.647 OK Z-Z, +0.900+1.60W+1.60H 0.1274 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z, +0.90D+E+1.60H 0.6990 -X Bottom 0.05184 Min Temp% 0.5167 47.647 OK Z-Z. +0.90D+E+1.60H 0.6990 +X Bottom 0.05184 Min Temp% 0.5167 47.647 OK One Way Shear -Load Combination ... Vu@-X Vu@+X Vu@-Z Vu@+Z Vu:Max PhiVn Vu I Phi*Vn Status - +1.400 0 psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+0.50Lr+1.60L+1.60H Opsi 0 psi 0 psi 0 psi Opsi 82.158 psi 0 OK +1.200+1.60L +0.50S+1.60H Opsi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK -+1.200+1.60Lr+0.50L 0 psi Opsi 0 psi 0 psi O psi 82.158 psi 0 OK +1.200+1.60Lr+0.80W 0 psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+0.50L+1.60S 0 psi O psi 0 psi O psi 0 psi 82.158 psi 0 OK +1.20D+1.60S+0.80W 0 psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK + 1.200+0 .50Lr+O .50L + 1.60W Opsi 0 psi O psi 0 psi Opsi 82.158 psi 0 OK -+1.20D+0.50L +0.50S+1.60W Opsi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+0.50L+0.20S+E 0 psi 0 psi 0 psi O psi 0 psi 82.158 psi 0 OK -+0.900+1.60W+1.60H 0 psi O psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +0.90D+E+1.60H O psi 0 psi 0 psi 0 psi O psi 82.158 psi 0 OK -Page 150 of 159 Description: SINGLE STORY RESIDENCE -TYPICAL SHEAR WALL WORST CASE FOOTING PIER 12 ETABS _ PlOJching Shear___ _ _ ~~~ Load Combination ... Vu Phi*Vn ---- ----- +1.400 0 psi 102.698psi +1.20D+0.50Lr+1.60L +1.60H O psi 102.698psi +1.20D+1.60L +0.50S+1.60H 0 psi 102.698psi + 1.200+ 1.60Lr+0.50L O psi 102.698psi + 1.200+ 1.60Lr+O .BOW 0 psi 102.698psi + 1.20D+0.50L + 1.60S 0 psi 102.698psi + 1.200+ 1.60S+0.80W O psi 102.698psi +1.20D+0.50Lr+0.50L +1.60W 0 psi 102.698psi +1.20D+0.50L +0.50S+1.60W 0 psi 102.698psi + 1.20D+0.50L +0.20S+E 0 psi 102.698psi +0.900+ 1.60W+1.60H O psi 102.698psi +0.90D+E+1.60H O psi 102.698psi All units k ------- Vu I Phi*Vn Status - - ----- 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK 0 OK Page 151 of 159 - - • • [ • Iii • • • • Ill II .. • .. .. • .. - - -. ... .. . . . . . . . · · · . •.. . File= C:\Users\Kortl{)r~1314llf:"'1\CACWL"' . . · .J':NERCAlC,INCc Description : 2 STORY GARAGE-TYPICAL SHEAR WALL WORST CASE FOOTING PIER 10 ET ABS Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used: ASCE 7-02 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density (j) Values Flexure Shear Analysis Settings Min Steel % Bending Rein!. Min Allow% Temp Rein!. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thicknes Pedestal dimensions ... px: parallel to X-X Axis pz : parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete .. at Bottom of footing R~il'lf<>~Cirli Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar SizE 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.000180 1.0: 1 1.0 : 1 Yes Yes No 3.0 ft 4.0 ft 24.0 in 6.0 in 48.0 in in 3.0 in 2.0 # 5 3.0 # 5 No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance {for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allowable pressure increase per foot of dept!= when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of dept = when maximum length or width is greatert ' 3'~" _x m a. co CD •[ II 1.50 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft 3-#5Bara Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separatiomg X-X Axis # Bars required within zone 85. 7 % # Bars required on each side of zone 14.3 % Applied Loads_ P: Column Load OB : Overburden M-xx M-zz V-x V-z D 0.90 Lr 0.5250 L s I~ w E 26.20 H k ksf k-ft k-ft k k Page 152 of 159 r:c-Ge,nera,:Foot,inir ,;.,:-,,,., .. ,, , .. A, •'·"' ,,, , ,, Description : 2 STORY GARAGE -TYPICAL SHEAR WALL WORST CASE FOOTING PIER 10 ETABS DESIGN SUMMARY Min.Ratio PASS 0.9489 PASS n/a PASS n/a PASS n/a PASS n/a PASS n/a PASS 0.1408 PASS 0.1408 PASS 0.0 PASS 0.0 PASS n/a PASS 0.0 PASS n/a PASS n/a PASS n/a Detailed Results Item Applied --- --------------------- - Soil Bearing Overturning -X-X Overturning -Z-Z Sliding -X-X Sliding -Z-Z Uplift Z Flexure (+X) Z Flexure (-X) X Flexure (+Z) X Flexure (-Z} 1-way Shear (+X) 1-way Shear (-X) 1-way Shear (+Z) 1-way Shear (-Z) 2-way Punching 1.893 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 2.048 k-ft 2.048 k-ft 0.0 k-ft 0.0 k-ft 0.0 psi 0.0 psi 0.0 psi 0.0 psi 1.950 psi ~' "> --------------- Capacity 1.995 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 14.542 k-ft 14.542 k-ft 0.0 k-ft 0.0 k-ft 82.158 psi 0.0 psi 82.158 psi 82.158 psi 82.158 psi OeslgnOK Governing Load Combination +D+0.70E+H about Z-Z axis No Overturning No Overturning No Sliding No Sliding No Uplift +1.20D+0.50L +0.20S+E +1.20D+0.50L +0.20S+E No Moment No Moment n/a n/a n/a n/a +1.20D+0.50L +0.20S+E Rotation Axis & Actual Soil Bearing Stress Actual I Allowable Load Combination ... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio ------------------------------------- - - X-X, D Only 1.50 n/a 0.0 0.3650 0.3650 n/a n/a 0.243 X-X, +D+L+H 1.50 n/a 0.0 0.3650 0.3650 n/a n/a 0.243 X-X, +D+Lr+H 1.50 n/a 0.0 0.4088 0.4088 n/a n/a 0.273 X-X, +D+S+H 1.50 n/a 0.0 0.3650 0.3650 n/a n/a 0.243 X-X, +D+0.750Lr+0.750L +H 1.50 n/a 0.0 0.3978 0.3978 n/a n/a 0.265 X-X, +D+0.750L+0.750S+H 1.50 n/a 0.0 0.3650 0.3650 n/a n/a 0.243 X-X, +D+W+H 1.50 n/a 0.0 0.3650 0.3650 n/a n/a 0.243 X-X, +D+0.70E+H 1.995 n/a 0.0 1.893 1.893 n/a n/a 0.949 X-X, +D+0.750Lr+0.750L +0.750W+H 1.50 n/a 0.0 0.3978 0.3978 n/a n/a 0.265 X-X, +D+0.750Lr+0.750L +0.5250E+H 1.995 n/a 0.0 1.544 1.544 n/a n/a 0.774 X-X, +D+0.750L +0.750S+0.750W+H 1.50 n/a 0.0 0.3650 0.3650 n!a n/a 0.243 X-X, +D+0.750L +0.750S+0.5250E+H 1.995 n/a 0.0 1.511 1.511 nla nla 0.757 X-X, +0.60D+W+H 1.50 n/a 0.0 0.2190 0.2190 n/a n/a 0.146 X-X, +0.60D+0.70E+H 1.995 n/a 0.0 1.747 1.747 n/a n/a 0.876 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.3650 0.3650 0.243 Z-Z, +D+L+H 1.50 0.0 n/a n/a n/a 0.3650 0.3650 0.243 Z-Z, +D+Lr+H 1.50 0.0 n/a n/a n/a 0.4088 0.4088 0.273 Z-Z, +D+S+H 1.50 0.0 n/a n/a n/a 0.3650 0.3650 0.243 Z-Z, +D+0.750Lr+0.750L +H 1.50 0.0 n/a n/a n/a 0.3978 0.3978 0.265 Z-Z, +D+0.750L+0.750S+H 1.50 0.0 n/a n/a n/a 0.3650 0.3650 0.243 Z-Z, +D+W+H 1.50 0.0 n/a n/a n/a 0.3650 0.3650 0.243 Z-Z, +D+0.70E+H 1.995 0.0 n/a n/a n/a 1.893 1.893 0.949 Z-Z, +D+0.750Lr+0.750L +0.750W+H 1.50 0.0 n/a n/a n/a 0.3978 0.3978 0.265 Z-Z, +D+0.750Lr+0.750L +0.5250E+H 1.995 0.0 n/a n/a n/a 1.544 1.544 0.774 Z-Z, +D+0.750L +0.750S+0.750W+H 1.50 0.0 n/a n/a n/a 0.3650 0.3650 0.243 Z-Z, +D+0.750L +0.750S+0.5250E+H 1.995 0.0 n/a n/a n/a 1.511 1.511 0.757 Z-Z, +0.60D+W+H 1.50 0.0 n/a n/a nla 0.2190 0.2190 0.146 Z-Z. +0.60D+0.70E+H 1.995 0.0 n/a n/a n/a 1.747 1.747 0.876 _ Overturning StabHity ______ ---------- Rotation Axis & Load Combination ... _ _ _ Overturning Mom_ent . R~sisti11g M_c>_men.t . __ Sta~il!ty Ra_tio Status . --- Footing Has NO Overturning _ Sliding Stability _ _ _ _ __ . All units k ·----·-----~-~--~- Force Application Axis Load Combination ... . . .... _S~ding Force _ Resist!ng Force Sliding SafetyRatio Status Footing Has NO Sliding Page 153 of 159 - • ii Ill Ii • • I • II • • " • • • • • .. .. • II 1·-----·---·--·~·--··--·--·----·.---·------·····-···--····-s- General Footing Description : 2 STORY GARAGE-TYPICAL SHEAR WALL WORST CASE FOOTING PIER 10 ET ABS _ ~_o_<>t~n!! Fle~ure Flexure Axis & Load Combination Mu Which Tension@ As Req'd Gvrn.As Actual As Phi*Mn Status k-fl Side? Bot or Top? in'2 in'2 in'2 k-fl --- X-X, +1.400 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK ~• X-X, +1.400 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60L+0.50S+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60L+0.50S+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60Lr+0.50L 0.0 +Z Top 0 05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60Lr+0.50L 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60Lr+0.80W 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60Lr+0.80W 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L+1.60S 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L+1.60S 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60S+0.80W 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60S+0.80W 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50Lr+0.50L+1.60W 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK ,~, X-X, +1.20D+0.50Lr+0.50L+1.60W 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L +0.50S+1.60W 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L +0.50S+1.60W 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L+0.20S+E 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L +0.20S+E 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK ..... X-X, +0.90D+1.60W+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +0.90D+1.60W+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +0.90D+E+1.60H 0.0 +Z Top 0.05184 Min Temp% 0.310 28.871 OK X-X, +0.90D+E+1.60H 0.0 -Z Top 0.05184 Min Temp% 0.310 28.871 OK Z-Z, +1.400 0.3992 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK -Z-Z, +1.400 0.3992 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+0.50Lr+1.60L+1.60H 0.3593 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK "'"" Z-Z, +1.20D+0.50Lr+1.60L+1.60H 0.3593 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+1.60L+0.50S+1.60H 0.3422 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+1.60L+0.50S+1.60t, 0.3422 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK -Z-Z, +1.20D+1.60Lr+0.50L 0.3969 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+1.60Lr+0.50L 0.3969 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+1.60Lr+0.80W 0.3969 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+1.60Lr+0.80W 0.3969 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+0.50L+1.60S 0.3422 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK -Z-Z, +1.20D+0.50L +1.60S 0.3422 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK 2-Z, +1.20D+1.60S+0.80W 0.3422 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+1.60S+0.80W 0.3422 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+0.50Lr+0.50L + 1.60W 0.3593 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+0.50Lr+0.50L +1.60W 0.3593 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+0.50L +0.50S+1.60W 0.3422 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+0.50L +0.50S+1.60W 0.3422 +X Bottom 0 05184 Min Temp% 0.1550 14.542 OK Z-2, +1.20D+0.50L +0.20S+E 2.048 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +1.20D+0.50L +0.20S+E 2.048 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK -2-Z, +0.90D+1.60W+1.60H 0.2566 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +0.90D+1.60W+1.60H 0.2566 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-Z, +0.90D+E+1.60H 1.962 -X Bottom 0.05184 Min Temp% 0.1550 14.542 OK Z-2. +0.90D+E+1.60H 1.962 +X Bottom 0.05184 Min Temp% 0.1550 14.542 OK One Way Shear -Load Combination ... Vu@-X Vu@+X Vu@-2 Vu@+Z Vu:Max PhiVn Vu I Phi*Vn Status - +1.400 0 psi 0 psi 0 psi O psi 0 psi 82.158 psi 0 OK +1.20D+0.50Lr+ 1.60L+1.60H O psi 0 psi 0 psi 0 psi Opsi 82.158 psi 0 OK +1.20D+1.60L +0.50S+1.60H Opsi 0 psi 0 psi O psi 0 psi 82.158 psi 0 OK -+1.20D+1.60Lr+0.50L 0 psi O psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+1.60Lr+0.80W 0 psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+0.50L +1.60S O psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+1.60S+0.80W 0 psi 0 psi 0 psi 0 psi Opsi 82.158 psi 0 OK -+1.20D+0.50Lr+0.50L +1.60W Opsi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+0.50L +0.50S+1.60W 0 psi Opsi O psi 0 psi Opsi 82.158 psi 0 OK +1.20D+0.50L +0.20S+E 0 psi 0 psi 0 psi 0 psi O psi 82.158 psi 0 OK +0.90D+1.60W+1.60H 0 psi Opsi 0 psi 0 psi O psi 82.158 psi 0 OK +0.90D+E+1.60H 0 psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK ,-,, Page 154 of 159 Description: 2 STORY GARAGE-TYPICAL SHEAR WALL WORST CASE FOOTING PIER 10 ETABS __ Punching Shear __ - -. ------·----~~----·------------------------- --- Load Combination ... Vu Phi*Vn Vu I Phi*Vn ------------------------------------ +1.400 0.3802 psi 102.698psi 0.003702 +1.20D+0.50Lr+1.60L +1.60H 0.3422 psi 102.698psi 0.003332 + 1.200+ 1.60L +O .SOS+ 1.60H 0.3259 psi 102.698psi 0.003173 + 1.200+ 1.60Lr+O.SOL 0.378 psi 102.698psi 0.00368 + 1.200+ 1.60Lr+0.80W 0.378 psi 102.698psi 0.00368 + 1.20D+0.50L + 1.60S 0.3259 psi 102.698psi 0.003173 + 1.200+ 1.60S+0.80W 0.3259 psi 102.698psi 0.003173 +1.20D+0.S0Lr+0.SOL +1.60W 0.3422 psi 102.698psi 0.003332 + 1.200+0 .SOL +O .SOS+ 1.60W 0.3259 psi 102.698psi 0.003173 +1.20D+0.50L +0.20S+E 1.95 psi 102.698psi 0.01899 +0.900+1.60W+1.60H 0.2444 psi 102.698psi 0.00238 +0.90D+E+1.60H 1.869 psi 102.698psi 0.0182 All units k Status ----- OK OK OK OK OK OK OK OK OK OK OK OK Page 155 of 159 - • • • II .. .. • .. Ill • • .. • • • • • Iii " • • • .. • • 11111 -· - - ~· ...... """ .. ~ .... ng · · · · ·· · · File" C:1Users\Kurt\Dropbox\13140P-11CAC Description : 2 STORY GARAGE -TYPICAL BEARING WALL FOOTING Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used: ASCE 7-02 GeneraUnformatiorf · · Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density <p Values Flexure Shear Analysis Settings Min Steel % Bending Rein!. Min Allow% Temp Rein!. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions,'••·· Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thicknes: Pedestal dimensions ... 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pc! 0.90 0.750 0.000180 1.0 : 1 1.0: 1 No 3.0 ft 1.0 ft 24.0 in Yes No No X 0 .. Soil Design Values Allowable Soil Bearing ENERCALC, Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allowable pressure increase per foot of deptt= when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of dept= when maximum length or width is greaterc! z px : parallel to X-X Axis in T. ·-·-··· ·-·-· ~---~ pz : parallel to Z-Z Axis in -~ Height in Rebar Centerline to Edge of Concrete .. • at Bottom of footing 3.0 in .. Reinforcing ____ Bars parallel to X-X Axis Number of Bars 2.0 Reinforcing Bar Size # 5 Bars parallel to Z-Z Axis Number of Bars 3.0 Reinforcing Bar SizE # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separatiomg Z-Z Axis # Bars required within zone 50.0 % # Bars required on each side of zone 50.0 % AppUedLoads __ _ D Lr L s w P : Column Load 3.395 0.260 0.520 OB : Overburden M-xx M-zz V-x V-z E ~ 1.50 ksf No 130.0 pct 0.30 ft ksf ft ksf ft xm a. •A•••--co CD .. 0 YC/) -II ~ 3-#5Bars H k ks! k-ft k-ft k k Page 156 of 159 Description: 2 STORY GARAGE -TYPICAL BEARING WALL FOOTING DESIGN SUMMARY --------~--·----~--·-·-----··---------- Min.Ratio PASS 0.8847 PASS n/a PASS n/a PASS n/a PASS n/a PASS n/a PASS 0.03319 PASS 0.03319 PASS 0.007268 PASS 0.007268 PASS n/a PASS 0.0 PASS n/a PASS n/a PASS n/a Detailed Results Soil Bearing Rotation Axis & Item Soil Bearing Overturning -X-X Overturning -Z-Z Sliding -X-X Sliding -Z-Z Uplift Z Flexure (+X) Z Flexure (-X) X Flexure (+Z) X Flexure (-Z) 1-way Shear (+X) 1-way Shear (-X) 1-way Shear (+Z) 1-way Shear (-Z) 2-way Punching Load Combination... Gross Allowable ----------- X-X, D Only 1.50 X-X, +D+L +H 1.50 X-X, +D+Lr+H 1.50 X-X, +D+S+H 1.50 X-X, +D+0.750Lr+0.750L+H 1.50 X-X, +D+0.750L+0.750S+H 1.50 X-X, +D+W+H 1.50 X-X, +D+0.70E+H 1.50 X-X, +D+0.750Lr+0.750L +0.750W+H 1.50 X-X, +D+0.750Lr+0.750L +0.5250E+H 1.50 X-X, +D+0.750L +0.750S+0.750W+H 1.50 X-X, +D+0.750L +0.750S+0.5250E+H 1.50 X-X, +0.60D+W+H 1.50 X-X, +0.60D+0.70E+H 1.50 Z-Z, D Only 1.50 Z-Z. +D+L +H 1.50 Z-Z, +D+Lr+H 1.50 Z-Z, +D+S+H 1.50 Z-Z, +D+0.750Lr+0.750L+H 1.50 Z-Z, +D+0.750L+0.750S+H 1.50 Z-Z, +D+W+H 1.50 Z-Z, +D+0.70E+H 1.50 Z-Z, +D+0.750Lr+0.750L +0.750W+H 1.50 Z-Z, +D+0.750Lr+0.750L+0.5250E+H 1.50 Z-Z, +D+0.750L+0.750S+0.750W+H 1.50 Z-Z, +D+0.750L +0.750S+0.5250E+H 1.50 Z-Z, +0.60D+W+H 1.50 Z-Z. +0.60D+0.70E+H 1.50 __ OVertup,ing Stability ___ ~----- Rotation Axis & Load Combination ... Footing Has NO Overturning __ Sliding Stability ~-----~--- Force Application Axis Load Combination ... Footing Has NO Sliding Applied ------------- 1.327 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 1.889 k-ft 1.889 k-ft 0.2098 k-ft 0.2098 k-ft 0.0 psi 0.0 psi 0.0 psi 0.0 psi 1.237 psi Xecc Zecc n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a 0.0 n/a Ov_erturning_Plloment Sliding Force ___ _ Design OK Capacity Governing Load Combination 1.50 ksf +D+0.750Lr+0.750L +0.5250E+H about Z- 0.0 k-ft No Overturning 0.0 k-ft No Overturning 0.0 k No Sliding 0.0 k No Sliding 0.0 k No Uplift 56.894 k-ft +1.20D+0.50Lr+ 1.60L + 1.60H 56.894 k-ft +1.20D+0.50Lr+1.60L +1.60H 28.871 k-ft +1.20D+0.50Lr+1.60L +1.60H 28.871 k-ft +1.20D+0.50Lr+1.60L +1.60H 82.158 psi n/a 0.0 psi n/a 82.158 psi n/a 82.158 psi n/a 82.158 psi +1.20D+0.50Lr+1.60L +1.60H Actual Soil Bearing Stress Actual I Allowable +Z +Z -X -X Ratio 1.132 1.132 n/a n/a 0.755 1.305 1.305 n/a n/a 0.870 1.218 1.218 n/a n/a 0.812 1.132 1.132 n/a n/a 0.755 1.327 1.327 n/a n/a 0.885 1.262 1.262 n/a n/a 0.841 1.132 1.132 n/a n/a 0.755 1.132 1.132 n/a n/a 0.755 1.327 1.327 n/a n/a 0.885 1.327 1.327 n/a n/a 0.885 1.262 1.262 n/a n/a 0.841 1.262 1.262 n/a n/a 0.841 0.6790 0.6790 n/a n/a 0.453 0.6790 0.6790 n/a n/a 0.453 n/a n/a 1.132 1.132 0.755 n/a n/a 1.305 1.305 0.870 n/a n/a 1.218 1.218 0.812 n/a n/a 1.132 1.132 0.755 n/a n/a 1.327 1.327 0.885 n/a n/a 1.262 1.262 0.841 n/a n/a 1.132 1.132 0.755 n/a n/a 1.132 1.132 0.755 n/a n/a 1.327 1.327 0.885 n/a n/a 1.327 1.327 0.885 n/a n/a 1.262 1.262 0.841 n/a n/a 1.262 1.262 0.841 n/a n/a 0.6790 0.6790 0.453 n/a n/a 0.6790 0.6790 0.453 Resisting Moment __ Stability Ratio Status All units k Resisting Force Sliding SafetyRatio Status Page 157 of 159 .. • .. 11111 .. • .. .. .. • I I . I - --N •il'Wl"" -·-. --·----------·---~···--~--,s•---·-----···---.-·-----------·--------~---~--·--·--s,--.. -------,,---··---·-File;; ·c:\Users\Kur®ropllox\13140P;_ 1\CACLUL,;: 11mode1$1Enercalc\HUTTON-4.EC6 -ENERCALC, INC.1983-2013; Bilild:6.1l.8.31,Ver:S.13Ji.31 -Description : 2 STORY GARAGE -TYPICAL BEARING WALL FOOTING ·-_Foo~~g ~ex1Jre ----.. ·-·---···-·· ··-------· -- Flexure Axis & Load Combination Mu Which Tension@ As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Side? Bot or Top? in'2 in'2 in'2 k-ft - X-X, +1.40D 0.1980 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK iiilil X-X, +1.40D 0.1980 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50Lr+1.60L + 1.60H 0.2098 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK -X-X, + 1.20D+0.50Lr+1.60L +1.60H 0.2098 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60L+0.50S+1.60H 0.2044 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60L +0.50S+1.60H 0.2044 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK .... X-X, +1.20D+1.60Lr+0.50L 0.1979 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60Lr+0.50L 0.1979 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, + 1.20D+1.60Lr+0.80W 0.1871 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60Lr+0.80W 0.1871 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+0.50L+1.60S 0.1806 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK ,i!!r,,il X-X, +1.20D+0.50L+1.60S 0.1806 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60S+0.80W 0.1698 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +1.20D+1.60S+0.80W 0.1698 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, + 1.20D+0.50Lr+0.50L +1.60W 0.1860 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK ... ~ X-X, +1.20D+0.50Lr+0.50L +1.60W 0.1860 -Z Bottom 0.05184 Min Temp% 0.310 28871 OK X-X, + 1.20D+0.50L +0.50S+ 1.60W 0.1806 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, + 1.20D+0.50L +0.50S+ 1.60W 0.1806 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, + 1.20D+0.50L +0.20S+E 0.1806 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, + 1.20D+0.50L +0.20S+E 0.1806 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK ~-X-X, +0.90D+1.60W+1.60H 0.1273 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +0.90D+1.60W+160H 0.1273 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +0.90D+E+1.60H 0.1273 +Z Bottom 0.05184 Min Temp% 0.310 28.871 OK X-X, +0.90D+E+1.60H 0.1273 -Z Bottom 0.05184 Min Temp% 0.310 28.871 OK Z-Z, +1.40D 1.782 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK -Z-Z, +1.40D 1.782 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 1.889 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 1.889 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+1.60L +0.508+ 1.60H 1.840 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, + 1.20D+1.60L +0.50S+ 1.60H 1.840 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK -Z-Z, +1.20D+1.60Lr+0.50L 1.781 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+1.60Lr+0.50L 1.781 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK .... Z-Z, + 1.20D+ 1.60Lr+0.80W 1.684 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+1.60Lr+0.80W 1.684 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK -Z-Z, +1.20D+0.50L+1.60S 1.625 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, + 1.20D+0.50L + 1.60S 1.625 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+1.60S+0.80W 1.528 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+1.60S+0.80W 1.528 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, + 1.20D+0.50Lr+0.50L + 1.60W 1.674 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK -Z-Z, +1.20D+0.50Lr+0.50L+1.60W 1.674 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+0.50L+0.50S+1.60W 1.625 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, + 1.20D+0.50L +0.508+ 1.60W 1.625 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+0.50L +0.20S+E 1.625 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +1.20D+0.50L+0.20S+E 1.625 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK -Z-Z, +0.90D+1.60W+1.60H 1.146 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +0.90D+1.60W+1.60H 1.146 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +0.90D+E+1.60H 1.146 -X Bottom 0.05184 Min Temp% 0.620 56.894 OK Z-Z, +0.90D+E+1.60H 1.146 +X Bottom 0.05184 Min Temp% 0.620 56.894 OK One Way Shear -Load Combination ... Vu@-X Vu@+X Vu@-Z Vu@+Z Vu:Max PhiVn Vu I Phi*Vn Status ·-.. -- +1.40D 0 psi O psi 0 psi o psi 0 psi 82.158 psi 0 OK + 1.20D+0.50Lr+1.60L +1.60H 0 psi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +1.20D+1.60L +0.50S+1.60H 0 psi 0 psi 0 psi 0 psi O psi 82.158 psi 0 OK -+1.20D+1.60Lr+0.50L 0 psi O psi 0 psi 0 psi O psi 82.158 psi 0 OK + 1.20D+ 1.60Lr+0.80W 0 psi Opsi 0 psi O psi O psi 82.158 psi 0 OK + 1.20D+0.50L +1.60S 0 psi 0 psi 0 psi 0 psi O psi 82.158 psi 0 OK + 1.20D+ 1.60S+0.80W 0 psi O psi 0 psi 0 psi O psi 82.158 psi 0 OK ·-+ 1.20D+0.50Lr+0.50L +1.60W Opsi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK + 1.20D+0.50L +0.508+ 1.60W 0 psi O psi 0 psi 0 psi o psi 82.158 psi 0 OK + 1.20D+0.50L +0.20S+E 0 psi 0 psi 0 psi 0 psi o psi 82.158 psi 0 OK ·-+0.90D+1.60W+1.60H Opsi 0 psi 0 psi 0 psi 0 psi 82.158 psi 0 OK +0.90D+E+1.60H 0 psi 0 psi 0 psi 0 psi O psi 82.158 psi 0 OK .... Page 158 of 159 ·- Description : 2 STORY GARAGE -TYPICAL BEARING WALL FOOTING _ Punching Shear_ __ _ _ _ _______ _ Load Combination ... +1.40D +1.20D+0.50Lr+1.60L +1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.80W +1.20D+0.50L+1.60S +1.20D+1.60S+0.80W +1.20D+0.50Lr+0.50L+1.60W +1.20D+0.50L+0.50S+1.60W +1.20D+0.50L+0.20S+E +0.90D+ 1.60W+1.60H +0.90D+E+1.60H Vu 1.168 psi 1.237 psi 1.205 psi 1.167 psi 1.103 psi 1.065 psi 1.001 psi 1.097 psi 1.065 psi 1.065 psi 0.7506 psi 0.7506 psi Phi*Vn 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317psi 164.317 psi 164.317psi 164.317psi 164.317psi 164.317psi Vu I Phi*Vn 0.007106 0.007529 0.007334 0.007101 0.006713 0.006479 0.006091 0.006674 0.006479 0.006479 0.004568 0.004568 All units k Status -------____ , _________ _ Page 159 of 159 OK OK OK OK OK OK OK OK OK OK OK OK - -- .. .. .. • • • -• • • • Ill • I I I l • II .. ..