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HomeMy WebLinkAbout2501 EL CAMINO REAL; STRUC PT 1; CB131997; Structural Calculations13903.00 ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS RECEIVED OCT 21 2013 CITY OF CARLSBAD BUILDING DIVISION For Parti Retail Expansion Westfield Carlsbad v;-252^.ELGamino Real #100 Carlsbad, Califomia 92008 Architect JPRA Architects 39300 West Twelve Mile Road, Suite 180 Farmington Hills, MI 48331 Tel: (248) 737-0180 9420 Telstar Avenue, Suite 118, El Monte, Califomia 91731 Tel: (626) 448-8182 Fax: (626) 448-8092 Email: anfl 688@pacbell.net Scope of Work: Build up new theater on top existing waffle slab floor by new rack up beam-column frame to support roof and mezzanine, and light gages steel stud frame system to support wall and theater seat rack up floor. Above concrete waffle slab use Special steel moment frame system (R=8). Below concrete floor design Intermediate precast shear wall. (2 stage equivalent Lateral force analysis) Structural Design Criteria Code: 2010 Califomia Building Code/ AISC 0705/ ACl 318-08/ AISC Manual-13th/AISC seismic design manual 6th ed Design Standard Speciflcation Materials: (E)Concrete Normal weight Concrete 150 pcf, fc'=3000psi for Beam and Column Normal weight Concrete 150 pcf, fc'=2500psi for slab on grade and footing Reinforcing Steel; ASTM A615 Deformed Bar Grade 60, Fy 60ksi for #4 & up ASTM A615 Deformed Bar Grade 40, Fy 40ksi for #3 Steel ASTM-A992 Fy=50 ksi for shape steel ASTM-A500 Gr.B Fy=46 ksi for hollow steel ASTM-A36 Fy=36 ksi for connection plate or stiffiier ASTM-A325 or A325X high strength bolts Concrete Normal weight Concrete 150 pcf, fc'=4000psi for new concrete beam, column and wall. Normal weight Concrete 150 pcf, fc'=3000psi for new footing and slab Reinforcing Steel: ASTM A615 Deformed Bar Grade 60, Fy 60ksi for #4 & up ASTM A615 Deformed Bar Grade 40, Fy 40ksi for #3 Anchor bolts: ASTM A325 Foundations: Original maximum design capacity 3.5 ksf CONTENT [53 Content 3 Revised Part II Design Load Attachment:Architectural load information DL-1~ A-l~ 2 3 Lateral load analysis (SMF and Cone) LL-1~ 2 (BC-1) Seismic Distribution SD-1~ 1 (BC-1) Load Map (Computer program input data) LM-1~ 5 (BC-1) Beam Design Map (Show Design load and reaction & Beam#) BM-1~ 10 (BC-1) Steel Beam design summary SB-1~ 21 (BC-1) Concrete Beam design summary CB-1~ 27 (BC-1) Column Design Map and Column no # CM-1~ 6 (BC-1) Column Load summary (steel col) CL-0~ 26 (BC-1) Gravity Column design summary (steel col) GC-1~ 17 (BC-1) Base Plate Gravity column BP-1~ 6 (BC-1) Period and Modes Anlysis To-l~4&Ti-l~4 (BC-1) Story Displacement for stiffiness compare K-l~ 2 (BC-1) Story Displacement @ Center of Mass and Drift Code Check DC-1~ 2 (BC-1) Frame Member Design Code Check MC-1~ 16 (BC-1) Seismic Provisions member code check summary SM-l-~ 50 (BC-1) Frame Joint Code Check JC-1~ 11 (BC-1) Seismic Provisions Joint code check summary SJ-1~ 29 (BC-1) SMF Connection Design Check SMF-l" -21 Part III Frame reaction on cone floor FR-0~ 9 Base plates for MF columns BS-1~ 17 Infill of Existing Waffle Slab Openings D-1 ~ 2 InfiU of Existing Escalator Openings @ 2nd FL WF-1~ U Concrete Beam Design Check CB-1~ 58 Part IV Frame Reaction at Concrete Column Envelope FRE-0~ U (BC-1^ Gravity Cone Column Design force GCD-1-36 (BC- Concrete Column Design Check CC-0~ 16 (BC-F (Existing) Concrete Column Design Check EC-O-- 12 (BC-F Wall Member Design Check WD-1 ~ 5 (BC-1 ] Diaphragm Shear DS-1~ 6 (BC-F Diaphragm Strut or Drag force DF-1~ 5 (BC-1^ Retaining WaH Design RW-1~ 38 (BC-1] CMU Column (Compactor Area) CMU-F10 (BC-F ANF & Associates Project Westfield Carlsbad, Regal Cinemas 12 at PCR Job No.: 13903 Consultinq Structural Enqin Location 2525 El Camino Real #100, Carlsbad, CA Date: 09/04/13 Engineer Vicky Liu For Westfield Design & Construction Page: DL-1 Design Load Roof D.L. (Theater or restaurant roof) (Basket ball course Hi-roof) Roofing 2.5 psf Roofing 2.5 psf Rigid insulation 0.5 psf Insulation 0.5 psf Metal Deck 3.0 psf Metal Deck 3.0 psf Steel Truss 4.0 psf Steel Truss 4.0 psf Steel Beam or Girder 2.0 psf Steel Beam or Girder 2.0 psf Duct+Light-^Ceiling 1.0 psf Duct-t-Light-t-Ceiling 1.0 psf Equipment 3.0 psf Equipment 3.0 psf MISC. 1.0 psf MISC. 1.0 psf Total D.L. 17.0 psf Total D.L. 17.0 psf (not included in model wt= 8.0 psf) (not included in model wt= 8.0 psf) L.L.= (reductable) 20.0 psf LL= (reductable) 20.0 psf Seismic D.L 17.0 psf D.L 17.0 psf Wall or patition 8.0 psf mesh closesure 6.0 psf Column 1.0 psf Column 1.0 psf Effective Seismic Wt.= 26.0 psf Effective Seismic Wt.= 24.0 psf S.M.(not in model)= 16.0 psf S.M.(not in model)= 14.0 psf Mezz. D.L. (Projection room office) (Basket ball course) Topping 2.0 psf Isolated 4"conc.Topping 80.0 psf Rigid insulation 1.0 psf Rigid insulation 0.0 psf 2 1/2" cone over W2 Deck 35.0 psf N.W. wt cone 3 1/2" over w2 50.0 psf Steel Beam or Girder 4.0 psf Steel Beam or Girder 5,0 psf Duct+Light-+-Ceiling 3.0 psf Duct-^-Light-^Ceiling 0.0 psf Equipment 3.0 psf Equipment 2.0 psf MISC. 2.0 psf MISC. 3.0 psf Total D.L. 50.0 psf Total D.L. 140.0 psf (not included in model wt= 11.0 psf) (not included in model wt= 85.0 psf) L.L.= (included patition) ^d.O psf LL.= (reductable) 75.0 psf (reductable) Seismic D.L 50.0 psf D.L 140.0 psf patition 20.0 psf patition 5.0 psf Column 2.0 psf Column 1.0 psf Effective Seismic Wt.= 72.0 psf Effective Seismic Wt.= 146.0 psf S.M.(not in model)= 31.0 psf S.M.(not in model)= 90.0 psf Height (ft) 21 22.5 Interior partition between (auditorium & auditorium) wall D.L.= 27 psf 567 608 plf Interior partition between (auditorium & Mezzine) wall D.L.= 20 psf 420 450 plf Interior partition between (auditorium & Exit) wall D.L 10 psf 210 225 plf Other partition between (lobby & corridors & store room) wall [ 7 psf 147 158 plf For exterior wall add plaster D.L.= 10 psf 210 225 plf ANF & Associates Project Regal Cinemas 12 at PCR Consulting Structural Engin Location SAN DIAGO, CA Engineer Vicky Liu For Westfield Design & Construction Job No.: _ Date: Page: 13903 09/04/13 DL- Lobby D.L. Seismic 2FL D.L (on raise floor) (Fixed Seat on raised floor) Topping 2.0 psf Topping 2.0 psf Insulation 2.0 psf Sound insulation 5.0 psf 2 1/2" cone over W2 Deck 35.0 psf Stud with decking 15.0 psf Steel Beam or Girder 4.0 psf Steei Beam or Girder 4.0 psf Rack up stud 0.0 psf Fix seat 15.0 psf Duct-<-Light-t-Ceiling 3.0 psf Duct-^Light-^Ceiling 3.0 psf Equipment 3.0 psf Equipment 3.0 psf MISC. 2.0 psf MISC. 3.0 psf Total D.L. 51.0 psf Total D.L 50.0 psf (not included in model wt= 12.0 psf) (not included in model wt= 50.0 psf) L.L.= (non-reductable) 100.0 psf LL.= (non-reductable) 60.0 psf D.L 51.0 psf D.L 50.0 psf patition 5.0 psf patition 0.0 psf Column 6.0 psf Column 2.0 psf Effective Seismic Wt.= 62.0 psf Effeclive Seismic Wt.= 52.0 psf S.M.(not in model) 17.0 psf S.M.(not in model)= 50.0 psf (Keep Existing FL) New building DL(psf) D.(w/o) LL(psf) Partition S.M. S.M.(w/o) psf) Roof Theater 17.0 8.0 20.0 26.0 16.0 psf Roof Basket b 17.0 8.0 20.0 24.0 14.0 psf Mezzanine 50.0 11.0 70.0 20 72.0 31.0 psf Basket ball area 140.0 85.0 75.0 146.0 90.0 psf Lobby or Corridor 51.0 12.0 100.0 62.0 17.0 psf Theater Seat 50.0 50.0 60.0 52.0 50.0 psf Seat on restroom 101.0 62.0 160.0 0.0 114.0 67.0 psf (Other existing cone FL w/new load) Existing DL(psf) LL(psf) Waffle Cone. Slab 100.0 psf Sales 120 80 Topping 2" Duct+Ceiling-t-Light MISC. 25.0 3.0 2.0 psf psf psf Level Diaphragm wt.(psf) Total D.L. 130.0 psf Hi-roof 24 (not inciuded in model wt= 5.0 psf) Roof 26 L.L= 0.0 psf Lo-roof 26 course 146 D.L 130.0 psf Mezz. 72 partition 10.0 psf stage U|: 62 partition stage dc 42 Column 5.0 psf Raise Fl 62 Effective Seismic Wt.= 145.0 psf Cone Fl 145 S.M.(not in model)= 15.0 psf WISEMAN + ROHY Structural Engineers == Design Loads == PROJECT: REG El Camino Real LOCATION: Carlsbad, CA JOBNO: 13-036 Dafe: 5/27/2013 Interior Partitions (Auditoriom/Auditorium) Material Weight 2-6" 16GaMti Stods® 16" 3.6 Insulation 1.0 7 Layers 5/8" Gyp 19.6 Wall Panels 2.0 Misc 0.8 Total 27.0 psf Interior Partitions (Auditorium/Mezz) (Verily with Arch, new REG standard may require less gyp) Material Total Interior Partitions (Auditorium/Exit) Material Total Weight 6" 16GaMrt Sttids(% 16" 1.8 Insulation 0.5 4 Layers 5/8" Gyp 11.2 Wall Panel 1.0 Misc 0.5 15.0 psf Weight 6" 16GaMti Sttids(^ 16" 1.8 2 Layers 5/8" Gyp 5.6 Wall Panel 1.0 Misc 0.6 9.0 psf A' WISEMAN * ROHY Structural Engineers == Design Loads == PROJECT: REG El Camino Real LOCATION: Carlsbad, CA JOBNO: 13-036 Date: 5/27/2013 Seating Areas: Steel Stringers (2 Hour) Material Stringers Exit Stairs Seismic 3 1/4" LtWt Concrete 34.7 34.7 34.7 1 1/2" 20 Ga Deck 2.3 2.3 2.3 1/4" Riser Plates w/F.P 7.0 7.0 7.0 Seats, Flooring & Misc 6.7 1.2 6.7 Susp. Ceiling 2.8 2.8 2.8 Sprinklers 1.5 1.5 1.5 Insulation 0.5 0.5 0.5 Fireproofing 1.0 1.0 1.0 Steps @ Aisles -46.0 12.0 Stingers --2.5 Partitions --5.0 --- Total 56.5 97.0 76.0 psf Live Loads: (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Seating Areas: Metal Stud Brg Wall (Sureboard) Material Deck Wall Exit Stairs Seismic 3 1/4" LtWt Cone 34.7 34.7 34.7 34.7 1 l/2"20GaMtiDeck 2.3 2.3 2.3 2.3 12 Ga Riser Pl. 4.3 4.3 4.3 4.3 Seats, Flooring & Misc 5.3 5.1 0.1 5.1 Fireproofing 0.4 0.4 0.4 0.4 Steps @ Aisles --46.0 12.0 Mti Stud Brg Walls with SureBoard -1.2 1.2 1.2 ---- Total 47.0 48.0 89.0 60.0 psf Live Loads (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Seating Areas: Lower Concrete Seating MateriaJ Floor Seismic 4" LtWt Cone 38.3 38.3 Seats 4.6 4.6 Foam (7' tall max) 7.0 7.0 4" Concrete Riser (8" tall) 7.0 7.0 Misc 1.1 1.1 -- Total 58.0 58.0 psf Fiat slab in front of screens: Live Loads (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Ramps: Material Floor Seismic 4" Ltwt Cone 38.3 38.3 3/4" Plywood 3.4 3.4 Pucks 0.5 0.5 Misc 0.8 0.8 -- Total 43.0 43.0 Live Loads (Unreducible) Fixed Seating 60 psf Exit Aisles 100 psf Material Floor Seismic 4" Lt Wt Cone 38.3 38.3 Foam (7' max) 7.0 7.0 Misc 2.7 2.7 -- Total 48.0 48.0 1 S5 psf psf Live Loads (Unreducible) Exit Aisles 100 psf ANF & Associates Consulting Structural Engineers Engineer: Vicky Liu Project Westfield Carlsbad, Regal Cinemas 12 at PCR Job No.: Date; Page: 13903 ANF & Associates Consulting Structural Engineers Engineer: Vicky Liu Location 2525 El Camino Real #100, Carlsbad, CA Job No.: Date; Page: 09/04/13 ANF & Associates Consulting Structural Engineers Engineer: Vicky Liu For Westfield Design & Construction Job No.: Date; Page: LL- 1 Code: 2010 California Building Code Design Data: According to Geologic and Seismic Hazards Report Structural Design Parameters Seismic Data Latitude= 33.1785 Longitude^-117.330 Ss= 1.221 (Typ.siteB) S1 = 0.463 <0.6 (Typ.site B) Fa= 1.012 (Site Class D ) Fv= 1.537 (Site Class D ) Sms=Fa*Ss= 1.235 36.36 Sm1=Fv*S1 = 0.712 4.40 Sds=2/3*Sms= 0.823 g Sd1==2/3*Sm1 = 0.474 g |2007 CBG Seismic design category D I hn= 44 ft Ct= 0.028 x= 0.8 T=Ct*(hn)'^''= 0.58 sec TL= 8 sec R= 8 (SMF) 1 (important factor) = 1.25 (OCC III for Ocupancy>300) Cs=Sds*l/R= 0.129 E=Eh+Ev or E=Eh-Ev Cs<= Sd1*l/(T*R 0.128 (forT<=TL) Horizontai seismic load 0.010 >0.01 Vertical seismic load V=Cs*W= 0.128 W = Ev=0.2*Sds*D.L= 0.165 *D.L. W= 7336 kips V= 941 kips Out of plane seismic kfactor= 1.04 (ASCE7-05-12.8.3) Eho=0.4*Sds*rD.L.= 0.412 *D.L Redundancy factor p = 1 (or 1.3 per ASCE0705-13.3.4) Overstrength factor Q 3 Deflection Amplification factor Cc 5.5 Allowable story drift Ai 0.025 *hsx= 13.2 in 5x=Cd*5xe/l<Aa 5xe<Aa*l/Cd= 3.0 in Wind MWFRS Low-Rise P=qh*tG*Cpf-G*Cpi] (Roof angie 0 degree, Mean roof height= 43.5 ft) Wind speed V= 85 mph Exposure C qs=.00256*V'^2= 18.5 psf defined Kzt= 1 ASCE{7-05) S.6.5.7 Fig.6-4 Kh(Kz)= 1.17 ASCE(7-05) S.5.6.6 Tb.6-3 Kd= 0.85 ASCE(7-05) S,5.6.7 Tb6-4 lw= 1.15 ASCE(7-05) Tb.6-1 qh=qs*Kh*Kzt*Kd*lw= 24.9 psf winwarc leeward Out max GCpf= 0.61 -0.43 -1.07 uplift AISC7-05 1.5.12.2.; Fig.6-10 15.2 -10.7 psf In max GCpi= 0.18 -0.18 AISC7-06 6.5.12.2.2 Fig.6-5 (Enclosed) 4.5 ^.5 psf Horizontal wind P=qh*[G*Cpf-G*Cpi]= ? 26,9 psf ASCE(7-05) Eq-6-18 Roof uplift wind P=qh*[G*Cpf-G*Cpi]= -26.6 psf Win distributary heigh 43.5 Total Wind Load= 1126 plf @ each floor (Long Dir Length= 312 ft) short Dir.Diaphram. Wind Load = 4Bl76kips Note: Seismic wili gover Both Direction by observation for Total iaterai force E»1.6W ANF & Associates Project Consulting Structural Engineers Location Engineer: Vicky Liu For Westfield Carisbad, Regal Cinemas 12 at PCR 2525 El Camino Real #100, Carlsbad, CA Westfield Design & Construction Job No 13903 'Date: 09/09/13 Page: LL- Code: 2010 California Building Code Design Data: According to Geologic and Seismic Hazards Report Structural Design Parameters Seismic Data Latitude= 33.1785 Longitude= -117.3301 Ss= 1.221 (Typ.siteB) S1= 0.463 <0.6 (Typ.siteB) Fa= Fv= Sms=Fa*Ss= Sm1=Fv*S1= Sds=2/3*Sms= Sd1==2/3*Sm1= |2007 CBC Seismic design category 1.012 (Site Class 1.537 (Site Class 1.235 0.712 0.823 g 0.474 g D D "D I hn= 16.5 ft Ct= 0.020 x= 0.75 Building Frame system / Intermediate precast shaer wall R= 5 (IPSW) for R= 6 (SCBF) (concrete waffle slab height) T=Ct*(hn)'^''^ I (Important factor) = Cs=Sds*l/R= Cs<= Sdr V=Cs*W= W= *I/(T*R 7336 kips 1.25 (Occupancy Category III for retail) 0.206 0.724 (for T<=TL) 0.010 >0.01 0.206 W = V= 1510 kips Wind Low-Rise kfactor= 1.00 (ASCE7-05-12.8.3) Redundancy factor p = 1 Overstrength factor Q= 2.5 Deflection Amplification factor Cd 4.5 Allowable story drift/? 0.025 *hsx= 5.0 in 5x=Cd*5xe/l<Aa 8xe<Aa*l/Cd= 1.4 in MWFRS P=qh*[G*Cpf-G*Cpi] 0.16 sec TL= 8 sec 5 (SRCSW) E=Eh+Evor E=Eh-Ev Horizontal seismic load Vertical seismic load Ev=0.2*Sds*D.L.= 8 (SMF) Out of plane seismic Eho=0.4*Sds*l*D.L.= 0.165 *D.L 0.412 *D.L (Roof angle 0 degree, Mean roof height= 34 ft) Wind speed V= 85 mph Exposure C qs=.00256*V'^2= 18.5 psf defined Kzt= 1 ASCE(7-05) S.6.5.7 Fig.6-4 Kh(Kz)= 1.17 ASCE(7-05) S.5.6.6 Tb.6-3 Kd= 0.85 ASCE(7-05) S.5.6.7 Tb.6-4 lw= 1.15 ASCE(7-05) Tb.6-1 qh=qs*Kh*Kzt*Kd*lw= 24.9 psf Out max GCpf= 0.61 -0.43 -1.07 uplift AISC7-05 6.5.12.2.2 Fig.6-10 lnmaxGCpi= 0.18 -0.18 AISC7-06 6.5.12.2.2 Fig.6-5 (Enclosed) Horizontal wind P=qh*[G*Cpf-G*Cpi]= 25.9 psf ASCE(7-05) Eq-6-18 Roof uplift wind P=qh*[G*Cpf-G*Cpi]= -26,6 psf Win distributary heigl 60 Total Wind Load= 1553 plf @ each floor (Long Dir Length= 312 ft) short Dir.Diaphram. Wind Load = Note: Seismic wiii gover Both Direction by observation for Total iaterai force E»1.6W 242 kips ANF & Associates Project Westfield Carlsbad, Regal Cinemas 12 at PCR Consulting Structural Engineers Location 2525 El Camino Reai #100, Carlsbad, CA Engineer: Vicky Liu For Westfield Design & Construction Job No. Date: Page: 13903 09/09/13 SD- 1 Seismic Vertical Distribution Seismic Diaphragm DL K base>=10*Ktop Level A(sqft) Diaphragm wt.(ps' Total (kips) Story wt.(kips) Hi-roof 8214 24.0 197 Roof 54528 26.0 1418 1615 Course 6618 146.0 966 Lo-roof 23452 26.0 610 Mezz. up 11106 72.0 800 stage up 12303 62.0 763 3138 stage dow 12303 42.0 517 1 Raise Fl 33327 62.0 2066 J 2583 Cone Fl 77688 145.0 11265 at Base Atotai= 239538 Wtotal= 18601 Wsmf= 7336 (kips) (SMF) V=Cs*W= 0.128 *Wsmf= 941 (kips) R,smf/R,ipsw= 1.6 (SMF) V=Cs*W= 0.128 *Wtotal= 2386 (kips) X R,smf/R,ipsw= 3817 (kips) Vertical Distrubution factor Cvx=wx*h'^k/sum(wx*h'^k) k= 1.04 adjust R factor Level wi (kips) hi(ft) wi*hi'^k Cvi.smf Fi=Cvi*V Vi=sum(Fi) Fi' Vi Roof 1615 43.5 81380 0.489 460 kips 460 kips 736 736 Middle FL 3138 21.0 74213 0.446 419 kips 879 kips 671 1407 Raised Fl 2583 4.0 10906 0.066 62 kips 941 kips 99 1505 Cone Fl 1445 kips 2386 kips 2312 3817 Total 7336 166499 1.000 2386 kips 3817 kips kip kip kip kip (SMF) (IPSW) Fpx=Fi*Cpx Seismic Horizontal Distribution Seismic factor Cpx=wpx/sum(wi) fpx=Fpx/Apx Level wpx(kips) Cpx Fpx(kips) fpx(psf) Hi-roof 197 0.122 56.1 6.8 Roof 1418 0.878 403.7 7.4 Course 966 0.308 129.1 19.5 Lo-roof 610 0.194 81.5 3.5 Mezz.up 800 0.255 106.9 9.6 stage up 763 0.243 101.9 8.3 stage dow 517 0.200 12.3 1.0 Raise Fl 2066 0.800 49.3 1.5 Cone Fl 11265 1.000 2312 29.8 Total 3252 KAM Moaeier vx^.u-s - irioor pxan: KOOC (cneacer) DataBase: 13903 Regal Cinemas 12 at PCR-9 06/12/13 17:32:56 L ^-1 ETABS ANF I I — - - -— - - - —'• --—'• -- ---------- Ju Ju : \ ---X --- ETABS V9.2.0 - Fite: 13903-3D-SMF-CONC - July 16,2013 9:42 Plan View-ISO COURSE-Elevation 41.5 Frame Span Loads GRAVITY (DEAD) - Ib-tt Units 4^0 flf- ^2 ^ i^'^'r^T RAM Modeler V14.04 - Floor Plan: Mezz.+low roof DataBase: 13903 Regal Cinemas 12 at PCR-9 06/12/13 17:32:56 LM-3 -f- 1^ j?^'-f'/"M H«V5 D,C=^ i§f^\ 4- ^>rje OL Ho bZ.- I 00 p^f; M«^) ^f*^ P*':^ RMA Modeler V14.04 - Floor Plan: Raised Fl DataBase: 13903 Regal Cinemas 12 at PCR-9 06/12/13 17:32:56 0 (5 0 (5 0 0/7)' - /to f'f RAM Modeler V14.04 - Floo^ilaiS'lst DataBase: 13903 Regal Cinemas 12 at PCR-9 06/12/13 17:32:56 r 13 12 11 H E •• U? Hi —^ D V. c >- ( B V 10 ) ( 9 AO 13 ) (^12 ) ( 11 ) (10 a I I 1.11 >i IM, • if II i „ I „ 1 , : 11 p B & a I 0 -«I'- .O-- 0 0 £— 11 M.i.iM li 1^ » liin o— IS L P —o- -a a P- q aa P- - G ^^.w /s rf- { H )i)T^-i<'''^'^ '>^'''" F ) E ri'^ r.-) 0 Floor Map RAM Steel V 14.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC 09/05/13 11:44:14 Steel Code: AISC 360-10 ASD Floor Type: Roof (theater) .4K WIALI-S^J 1^i^^&e52^Js^JLVMa^m_4k,J '^M S'l mm •a iS IT O lel'nNl'^28.^pl32;9 3iPtuis^iis^isi?ciir'~ ^*fiMtf^l-3(K>p:..'P" al i4 ... vsasfgif-a,.. WI/4JI22 7k Q q.i > 7k WI4x22 7IC7k WldiSl 7] >:•:•: 00 iiiiiS VOOkU SI ; DO •.•:•:• >:-:-:- oo •:•:•: w 5' * iSkWibxISSIC fe«fja*:-!t£i'.w MOkC liis mm. ii2icj.ii.«MeicJiiL<(i g » riV: IS :9^ylweH2i§i|^^yljg^3^teglg^.g.'^^.v '5- S- 5." 1^; 215 sgVOCkl S:MICk( i:.«krte.«lii3k. ^1 HSS3i<M:'iS ilil ^6- 1 1 to Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 2/2 09/05/13 11:44:14 Steel Code: AISC 360-10 ASD Surface Loads Label DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf Roof (theater) 8.0 0.0 20.0 Reducible 0.0 0.0 16.0 Hi Roof 8.0 0.0 20.0 Reducible 0.0 0.0 14.0 Line Loads Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft LIO parapet 0.100 0.000 0.000 Reducible 0.000 0.000 0.100 CO Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC 09/05/13 09:26:40 Steel Code: AISC 360-10 ASD Floor Type: basket ball course Eo: •O' ', • s:2ai-:;wi»i««ag.r-:-;as |-2ai.-.vvn»i6(i8ic-iv.;2-- g :y':::wi»*'i'p"'?V^:':-^S -1g<l2«16(2ZH»1:^ :iSk-:-vvia»c(«>'(Fr:-:2^ |iakB(B(ai|g'ti^ jisjoii^i^Fte ia^ilian :3i-™s5U^^-*c-:?' 3 :"^-V\»ab5'('5i'g''i-"i^':-i j |fex:i|::^^:::::::::;:::§ 0=2 & ::::::::;:;:::::::;s::;::;:| TP I Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 2/2 09/05/13 09:26:40 Steel Code: AISC 360-10 ASD Surface Loads Line Loads L2 L20 Label basket ball course Label elevator LOAD 450 DL CDL LL Reduction psf psf psf Type 85.0 0.0 75.0 Reducible DL CDL LL Reduction k/ft k/ft k/ft Type 0.400 0.000 0.400 Unreducible 0.450 0.000 0.000 Reducible PLL psf 0.0 PLL k/ft 0.000 0.000 CLL psf 0.0 CLL k/ft 0.000 0.000 Mass DL psf 90.0 Mass DL k/ft 0.400 0.450 oo X Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC 09/05/13 09:26:40 Steel Code: AISC 360-10 ASD Floor Type: Mezz.+Iow roof I Floor Map RAM Steel v 14.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 2/2 09/05/13 09:26:40 Steel Code: AISC 360-10 ASD Surface Loads Label DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf Roof (theater) 8.0 0.0 20.0 Reducible 0.0 0.0 16.0 Mezz. ofTice 11.0 0.0 50.0 Reducible 20.0 0.0 31.0 lower course 16.0 0.0 20.0 Reducible 0.0 0.0 18.0 chiller support 100.0 0.0 0.0 Reducible 0.0 0.0 100.0 Line Loads Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft Ll stair 0.400 0.000 0.800 Unreducible 0.000 0.000 0.400 L2 elevator 0.400 0.000 0.400 Unreducible 0.000 0.000 0.400 L3 Tri 13-girder 0.950 0.000 0.780 Reducible 0.000 0.000 0.950 L4 Fri 7- girder 0.750 0.000 0.420 Reducible 0.000 0.000 0.420 L5 Tri 0- girder 0.400 0.000 0.000 Reducible 0.000 0.000 0.400 L6 Edge- girder 0.200 0.000 0.000 Reducible 0.000 0.000 0.200 LIO parapet 0.100 0.000 0.000 Reducible 0.000 0.000 0.100 Lll wind girder 0.100 0.000 0.000 Reducible 0.000 0.000 0.200 LIS LOAD 210 0.210 0.000 0.000 Reducible 0.000 0.000 0.210 L18 LOAD 390 0.390 0.000 0.000 Reducible 0.000 0.000 0.390 L20 LOAD 450 0.450 0.000 0.000 Reducible 0.000 0.000 0.450 <!0 I r Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc Building Code: IBC 09/13/13 17:32:50 Steel Code: AISC 360-10 ASD Floor Type: Raised Fi HssiaaeBiyr-. V?. y*r'>^^'-•*vw 2ri»nBo-aif<t-vw2<B(iag'3''f<^vviaie(iag'»N >vMati8 Floor Map RAM Steel v 14.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc Building Code: IBC Page 2/2 09/13/13 17:32:50 Steel Code: AISC 360-10 ASD Surface Loads Label DL CDL LL Reduction PLL CLL Mass DL psf psf psf Type psf psf psf Y///////, Lobby or raise fl 12.0 0.0 100.0 Unreducible 0.0 0.0 17.0 Theater on raise fl 50.0 0.0 60.0 Reducible 0.0 0.0 50.0 aaaBoesaB Restroom under seat 62.0 0.0 160.0 Reducible 10.0 0.0 67.0 Line Loads Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft L2 elevator 0.400 0.000 0.400 Unreducible 0.000 0.000 0.400 L6 Edge- girder 0.200 0.000 0.000 Reducible 0.000 0.000 0.200 L7 seat tri-4' 0.200 0.000 0.240 Reducible 0.000 0.000 0.200 L8 seat tri-8' 0.400 0.000 0.480 Reducible 0.000 0.000 0.400 L12 LOAD 420 0.420 0.000 0.000 Reducible 0.000 0.000 0.420 L14 LOAD 150 0.150 0.000 0.000 Reducible 0.000 0.000 0.150 L15 LOAD 210 0.210 0.000 0.000 Reducible 0.000 0.000 0.210 L16 LOAD 280 0.280 0.000 0.000 Reducible 0.000 0.000 0.280 L23 LOAD 1200 1.200 0.000 0.000 Reducible 0.000 0.000 1.200 L24 load 300 0.300 0.000 0.000 Reducible 0.000 0.000 0.300 L25 stait tri-8' 0.800 0.000 0.800 Reducible 0.000 0.000 0.800 L26 LOAD 870 0.870 0.000 0.000 Reducible 0.000 0.000 0.870 Floor Map RAM Steely 14.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC BH 09/05/13 09:26:40 Steel Code: AISC 360-10 ASD Floor Type: 1st cone Fl .i;l!Ei • : Sl.- \ AX). Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC •2- Page 2/2 09/05/13 09:26:40 Steel Code: AISC 360-10 ASD Surface Loads aaooaanL DonnDDODC Line Loads Label DL CDL LL Reduction psf psf psf Type Theater on slab 50.0 0.0 60.0 Reducible Lobby on slab 12.0 0.0 100.0 Unreducible Other (E) slab 5.0 0.0 0.0 Reducible PLL CLL Mass DL psf psf psf 0.0 0.0 60.0 0.0 0.0 22.0 10.0 0.0 15.0 Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft L12 LOAD 420 0.420 0.000 0.000 Reducible 0.000 0.000 0.420 L13 LOAD 360 0.360 0,000 0.000 Reducible 0.000 0.000 0.360 L14 LOAD 150 0.150 0.000 0.000 Reducible 0.000 0.000 0.150 LIS LOAD 210 0.210 0.000 0.000 Reducible 0.000 0.000 0.210 w X I r RAM Modeler V14.04 - Floor Plan: Roof (theater) DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/04/13 16:40:02 X I RAM Modeler V14.04 - Floor Plan: basket ball course DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/04/13 16:40:02 07 RAM Modeler V14.04 - Floor Plan: Mezz.+low roof DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/04/13 16:40:02 RAM Modeler V14.04 - Floor Plan: Raised Fl DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc 09/13/13 17:32:50 12 11 10 0 0 0;o-^J 0 a 2( !t.5., Floor Map RAM Steel vl4.04.05 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc Building Code: IBC 09/13/13 17:32:50 Steel Code: AISC 360-! 0 ASD Floor Type: Raised Fl .^1 -3<ri -^i f_W)14k6(8)1'VVl16k6{18) 1(iviae16nffldiWl16k6Cj8) 1(Wt16k6(18) HWI16k6(18) 1IWl16k6(18) 1(lvi6k<16(18|c1iWl16K6(ia) 1(Wl16ki6(18) 1lWl16k6(18) vtf IkiexaS (Z rJ,20k;6)(26 (2(rl20kl6x26 (21; SI • i * * * i '.20kl6x26{2(r,!,20kl6x26 (2(r.l.20kl6x2612li;l20k6x26(ar-i pV17K!l9(1-41 cl WIITXS (17) r.^l ;38lc4x55(-g.f ^17K9 (14) rS^: 24k6i(26(2:-¥ 24k6x26(2-? 24X6x26(2'? 30k6x26(3(l ft24k6x2Si*J^ 30k6x26(:3(| ^Sx2B(3(l 21</ie<2B(124( .3*6x26j.-30k |24k6x26 (2'.^24K6x26 (24k ^ CM V ^17k9(16)i:^V17k(19(16)cl^17k9(16)i:NM17k9(16)17WI17k!9^16r SviTtalB (14!_cl7W117k 9117i_r. < CN[ t |vi7ta19 (14) c17WI17k 9(17) lj «E f*l1 •' • "a ^^17K9(14) 17k^38lc4xS5('6:m j£i y W171C9 (14) 17k.yi7fc19 (17) cT SI ^'^l I ^ gV17te19(14) c17W17k19 (17) cTj-' ^17k:9(14) 17k^32k:1x44(5-J^ rV 117k9(16) I, xvi7k:19(16)cTffll17k9 (16) 1', W115W9(10) 1SWI17ki9(16) 1 ,iiiigijk9a6ii:vai7k9a6ii:%-^^ .o..^ o-^o-o-^^+o.or °- . 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TSI x\ <-iy7k<itr, 12104 (10) 1%2k4 (10) i;.^12k4 (10) l4<11k14 (8), (V.f " (lJl 8 '9'- RAM Modeler V14.04 - Floor Plan: 1st cone Fl DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/04/13 16:44:24 (7) r^aTs-^ rv^ CP 1 Beam Sumniarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD STEEL BEAM DESIGN SUMMARY: Floor Type: Roof (theater) Bm# Length +Ma -Ma Mn Fy Beam Size ft kip-ft kip-ft kip-ft ksi 1 26.00 21.7 0.0 52.1 50.0 W10X12 2 26.00 39.7 0.0 99.0 50.0 W14X22 3 26.00 21.7 0.0 52.1 50.0 W10X12 4 71.50 567.4 0.0 1152.9 50.0 W30X90 5 26.00 21.7 0.0 52.1 50.0 W10X12 6 8.67 0.0 0.0 36.5 50.0 W8X10 8 52.00 265.2 0.0 558.3 50.0 W24X5S 11 26.00 54.3 0.0 98.9 50.0 W14X22 15 26.00 54.3 0.0 98.9 50.0 W14X22 19 26.00 54.3 0.0 98.9 50.0 W14X22 23 26.00 22.1 0.0 83.8 50.0 W12X16 29 26.00 39.9 0.0 137.8 50.0 W16X26 31 8.67 0.0 0.0 36.5 50.0 W8X10 32 26.00 160.2 0.0 277.1 50.0 W18X35 37 26.00 90.1 0.0 173.8 50.0 W16X31 40 26.00 90.0 0.0 173.8 50.0 W16X31 44 52.00 380.3 0.0 720.1 50.0 W24X68 54 52.00 234.6 0.0 558.3 50.0 W24X5S 55 8.67 0.0 0.0 36.5 50.0 W8X10 56 26.00 22.1 0.0 83.8 50.0 W12X16 61 22.50 57.6 0.0 105.4 50.0 W14X22 63 26.00 41.7 0.0 107.0 50.0 W14X22 65 8.67 0.0 0.0 36.5 50.0 W8X10 66 26.00 22.1 0.0 83.8 50.0 W12X16 69 26.00 23.4 0.0 72.5 50.0 W12X14 70 62.00 447.8 0.0 980.7 50.0 W27X84 73 26.00 39.3 0.0 137.7 50.0 W16X26 76 26.00 104.1 0.0 176.4 50.0 W16X31 81 8.67 0.0 0.0 52.1 50.0 W10X12 86 8.67 0.0 0.0 52.1 50.0 W10X12 88 52.00 400.6 0.0 718.5 50.0 W24X68 91 26.00 64.7 0.0 184.2 50.0 W16X26 108 26.00 61.1 0.0 1120.4 50.0 W24X103 113 30.41 IS.O 0.0 52.1 50.0 W10X12 114 15.90 16.8 0.0 186.7 50.0 HSS 12X6X3/8 119 30.41 28.3 0.0 102.9 50.0 W12X19 120 30.41 18.2 0.0 186.7 50.0 HSS 12X6X3/8 122 26.00 41.0 0.0 118.3 50.0 W14X22 124 52.00 302.6 0.0 561.8 SO.O W24X62 128 52.00 379.9 0.0 720.3 SO.O W24X68 Studs Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 2/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Beam Size 129 26.00 54.3 0.0 98.9 50.0 W14X22 139 12.00 9.7 0.0 52.6 50.0 W12X14 u 143 26.00 54.3 0.0 98.9 50.0 W14X22 148 14.00 30.9 0.0 138.3 50.0 W14X22 u 150 9.00 0.0 -55.8 26.00 8.4 -55.8 225.0 50.0 W16X31 160 14.00 38.2 0.0 72.5 50.0 W12X14 u 167 26.00 66.8 0.0 137.5 50.0 W16X26 u 168 26.00 21.7 0.0 52.1 50.0 W10X12 169 26.00 67.5 0.0 137.6 50.0 W16X26 u 171 26.00 61.5 0.0 218.8 50.0 W18X35 u 173 26.00 95.6 0.0 173.8 50.0 W16X31 175 26.00 90.0 0.0 173.8 50.0 W16X31 176 26.00 54.3 0.0 98.9 50.0 W14X22 191 26.00 96.5 0.0 173.9 50.0 W16X31 193 8.67 0.0 0.0 36.5 50.0 W8X10 u 194 8.67 0.0 0.0 36.5 50.0 W8X10 u 195 8.67 0.0 0.0 36.5 50.0 W8X10 u 196 8.67 0.0 0.0 36.5 50.0 W8X10 u 198 8.67 0.0 0.0 36.5 50.0 W8X10 u 199 8.67 0.0 0.0 36.5 50.0 W8X10 u 200 26.00 91.6 0.0 174.1 50.0 W16X31 201 8.67 0.0 0.0 36.5 50.0 W8X10 u 202 8.67 0.0 0.0 36.5 50.0 W8X10 u 203 26.00 23.1 0.0 83.8 50.0 W12X16 u 204 8.67 0.0 0.0 36.5 50.0 W8X10 u 215 26.00 66.8 0.0 137.S 50.0 W16X26 u 216 26.00 67.5 0.0 137.6 50.0 W16X26 u 218 26.00 61.6 0.0 218.8 50.0 W18X35 u 222 52.00 386.1 0.0 718.1 50.0 W24X68 223 26.00 54.3 0.0 98.9 50.0 W14X22 233 12.00 18.8 0.0 72.5 50.0 W12X14 u 234 12.00 19.2 0.0 72.5 SO.O W12X14 u 236 26.00 60.7 0.0 137.6 50.0 W16X26 238 26.00 103.9 0.0 176.3 50.0 W16X31 240 26.00 54.3 0.0 98.9 50.0 W14X22 250 35.00 48.9 0.0 155.0 50.0 W12X26 u 253 8.67 0.0 0.0 36.5 50.0 W8X10 255 8.67 0.0 0.0 36.5 50.0 W8X10 u 256 8.67 0.0 0.0 36.5 50.0 W8X10 u 257 8.67 0.0 0.0 36.5 50.0 W8X10 u 258 8.67 0.0 0.0 36.5 50.0 W8X10 u 259 8.67 0.0 0.0 36.5 50.0 W8X10 u 261 8.67 0.0 0.0 36.5 50.0 W8X10 u 262 26.00 21.7 0.0 52.1 50.0 W10X12 Studs Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 3/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Lengtb +Ma -Ma Mn Fy Beam Size 263 26.00 21.7 0.0 52.1 50.0 W10X12 265 26.00 22.1 0.0 83.8 50.0 W12X16 u 266 26.00 166.8 0.0 326.7 50.0 W18X40 267 26.00 22.1 0.0 83.8 50.0 W12X16 u 268 8.67 0.0 0.0 36.5 50.0 W8X10 269 8.67 0.0 0.0 36.5 50.0 W8X10 270 8.67 0.0 0.0 36.5 50.0 W8X10 271 8.67 0.0 0.0 36.5 50.0 W8X10 277 8.00 0.0 -5.1 26.00 1.9 -5.1 3S.8 50.0 W14X22 u 278 26.00 3.0 0.0 24.5 SO.O W14X22 u 279 26.00 3.0 0.0 24.S 50.0 W14X22 u 281 26.00 11.7 0.0 80.0 50.0 W14X22 u 282 41.00 39.9 0.0 277.1 50.0 W18X35 u 284 20.00 7.0 0.0 146.1 46.0 HSS 12X6X5/16 u 285 20.62 7.2 0.0 146.1 46.0 HSS12X6X5/16 u 286 14.00 9.1 0.0 146.1 46.0 HSS 12X6X5/16 u 287 14.87 15.5 0.0 138.3 50.0 W14X22 u 288 14.87 20.5 0.0 138.3 50.0 W14X22 u 289 14.87 15.8 0.0 138.3 50.0 W14X22 u 290 7.81 2.0 0.0 36.5 50.0 W8X10 291 7.81 4.0 0.0 36.5 50.0 W8X10 292 7.81 4.0 0.0 36.5 50.0 W8X10 293 7.81 2.6 0.0 36.5 50.0 W8X10 294 7.81 2.9 0.0 36.5 50.0 W8X10 295 11.00 2.2 0.0 138.3 50.0 W14X22 u 296 15.00 4.1 0.0 138.3 50.0 W14X22 u 297 14.87 11.7 0.0 138.3 SO.O W14X22 u 298 20.16 11.9 0.0 138.3 50.0 W14X22 u 299 15.00 6.7 0.0 138.3 50.0 W14X22 u 300 11.00 3.6 0.0 138.3 50.0 W14X22 u 301 35.00 35.6 0.0 184.2 SO.O W16X26 u 302 7.81 0.7 0.0 36.5 SO.O W8X10 303 7.81 0.2 0.0 146.1 46.0 HSS 12X6X5/16 u 304 12.08 1.4 0.0 79.0 46.0 HSS8X6X5/16 u 305 23.54 2.4 0.0 129.6 46.0 HSS 10X6X3/8 u 306 23.14 1.0 0.0 11.7 50.0 WIOXIS u 307 8.67 0.0 0.0 36.5 SO.O W8X10 u 308 8.67 0.0 0.0 36.5 SO.O W8X10 u 309 8.67 0.0 0.0 36.5 50.0 W8X10 u 310 8.67 0.0 0.0 36.5 SO.O W8X10 u 311 8.67 0.0 0.0 36.5 50.0 W8X10 u 312 8.67 0.0 0.0 36.5 50.0 W8X10 u 313 8.67 0.0 0.0 36.5 50.0 W8X10 u 314 8.67 0.0 0.0 36.5 50.0 W8X10 u Studs Beam Summarv RAM Steel vl4.04.0S.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 4/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length H-Ma -Ma Mn Fy Beam Size 315 8.67 0.0 0.0 36.5 50.0 W8X10 u 316 8.67 0.6 0.0 36.5 50.0 W8X10 u 317 8.67 0.7 0.0 36.5 50.0 W8X10 u 318 8.67 0.7 0.0 36.5 50.0 W8X10 u 319 4.00 0.3 0.0 36.5 50.0 W8X10 u 320 4.00 0.3 0.0 36.5 50.0 W8X10 u 321 4.00 0.2 0.0 36.5 50.0 W8X10 u 322 8.67 0.6 0.0 36.5 50.0 W8X10 u 323 8.67 0.7 0.0 36.5 50.0 W8X10 u 324 8.67 0.7 0.0 36.5 50.0 W8X10 u 325 8.67 0.7 0.0 36.5 50.0 W8X10 326 8.67 0.7 0.0 36.5 50.0 W8X10 327 8.67 0.6 0.0 36.5 SO.O W8X10 328 8.67 0.7 0.0 36.5 50.0 W8X10 329 8.67 0.7 0.0 36.5 50.0 W8X10 330 8.67 0.7 0.0 36.5 50.0 W8X10 331 8.67 0.7 0.0 36.5 50.0 W8X10 332 8.67 0.7 0.0 36.5 50.0 W8X10 333 8.67 0.7 0.0 36.5 SO.O W8X10 334 8.67 0.8 0.0 36.5 50.0 W8X10 u 335 8.67 0.7 0.0 36.5 50.0 W8X10 u 336 8.67 0.8 0.0 36.5 50.0 W8X10 u 337 8.67 0.7 0.0 36.5 50.0 W8X10 u 338 8.67 0.7 0.0 36.5 50.0 W8X10 u 339 8.67 0.7 0.0 36.5 50.0 W8X10 u 340 8.67 0.8 0.0 36.5 50.0 W8X10 u 341 8.67 0.7 0.0 36.5 50.0 W8X10 u 342 8.67 0.8 0.0 36.5 50.0 W8X10 u 346 8.67 0.7 0.0 36.5 50.0 W8X10 u 347 8.67 0.7 0.0 36.5 50.0 W8X10 u 348 8.67 0.7 0.0 36.5 50.0 W8X10 u 349 8.67 0.7 0.0 36.5 50.0 W8X10 u 350 8.67 0.7 0.0 36.5 SO.O W8X10 u 351 8.67 0.7 0.0 36.5 SO.O W8X10 u 352 8.67 0.7 0.0 36.5 50.0 W8X10 u 353 8.67 0.7 0.0 36.5 50.0 W8X10 u 354 8.67 0.7 0.0 36.5 50.0 W8X10 u 355 8.67 0.7 0.0 36.5 50.0 W8X10 u 356 8.67 0.7 0.0 36.5 50.0 W8X10 u 357 8.67 0.7 0.0 36.5 50.0 W8X10 u 358 4.00 0.3 0.0 36.5 50.0 W8X10 u 359 4.00 0.3 0.0 36.5 50.0 W8X10 u 360 4.00 0.2 0.0 36.5 SO.O W8X10 u 361 4.00 0.2 0.0 36.5 50.0 W8X10 362 4.00 0.3 0.0 36.5 SO.O W8X10 Studs Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 5/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Fy Beam Size 363 4.00 0.3 0.0 36.5 50.0 W8X10 364 4.00 0.2 0.0 36.5 50.0 W8X10 365 4.00 0.3 0.0 36.5 50.0 W8X10 366 4.00 0.3 0.0 36.5 50.0 W8X10 367 4.00 0.3 0.0 36.5 50.0 W8X10 368 4.00 0.3 0.0 36.5 50.0 W8X10 369 4.00 0.2 0.0 36.5 50.0 W8X10 370 4.00 0.2 0.0 36.5 50.0 W8X10 u 371 4.00 0.3 0.0 36.5 50.0 W8X10 u 372 4.00 0.2 0.0 36.5 50.0 W8X10 u 373 4.00 0.2 0.0 36.5 50.0 W8X10 u 374 4.00 0.3 0.0 36.5 50.0 W8X10 u 375 4.00 0.2 0.0 36.5 50.0 W8X10 u 376 4.00 0.2 0.0 36.5 50.0 W8X10 u 377 4.00 0.3 0.0 36.5 50.0 W8X10 u 378 4.00 0.2 0.0 36.5 50.0 W8X10 u 379 4.00 0.2 0.0 36.5 50,0 W8X10 u 380 4.00 0.3 0.0 36.5 50.0 W8X10 u 381 4.00 0.2 0.0 36.5 50.0 W8X10 u 382 4.04 0.3 0.0 36.5 50.0 W8X10 u 383 4.04 0.3 0.0 36.5 50.0 W8X10 u 384 4.04 0.3 0.0 36.5 50.0 W8X10 u 385 4.00 0.3 0.0 36.5 SO.O W8X10 u 386 4.00 0.3 0.0 36.5 SO.O W8X10 u 387 4.00 0.2 0.0 36.5 50.0 W8X10 u 388 4.04 0.3 0.0 36.5 50.0 W8X10 u 389 4.04 0.3 0.0 36.5 50.0 W8X10 u 390 4.04 0.3 0.0 36.5 50.0 W8X10 u 392 4.62 0.2 0.0 36.5 50.0 W8X10 393 4.62 0.2 0.0 36.5 50.0 W8X10 394 4.62 0.2 0.0 36.5 50.0 W8X10 395 4.62 0.2 0.0 36.5 50.0 W8X10 396 4.62 0.2 0.0 36.5 50.0 W8X10 397 4.62 0.2 0.0 36.5 50.0 W8X10 398 4.62 0.2 0.0 36.5 50.0 W8X10 399 4.62 0.2 0.0 36.5 SO.O W8X10 400 4.62 0.2 0.0 36.5 SO.O W8X10 401 4.62 0.2 0.0 36.5 SO.O W8X10 402 4.62 0.2 0.0 36.5 50.0 W8X10 403 4.66 0.2 0.0 36.5 50.0 W8X10 404 4.66 0.2 0.0 36.5 50.0 W8X10 405 4.66 0.2 0.0 36.5 50.0 W8X10 406 4.66 0.2 0.0 36.5 50.0 W8X10 407 4.62 0.2 0.0 36.5 50.0 W8X10 408 4.62 0.2 0.0 36.5 50.0 W8X10 Studs Beam Summary RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 6/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Fy Beam Size studs 409 4.62 0.2 0.0 36.5 SO.O W8X10 410 60.00 119.0 0.0 397.5 50.0 W21X44 u 411 44.00 64.6 0.0 277.1 50.0 W18X35 u 412 60.00 117.5 0.0 397.5 50.0 W21X44 413 61.00 103.1 0.0 326.7 50.0 W18X40 418 7.00 0.0 0.0 36.5 50.0 W8X10 419 7.00 0.0 0.0 36.5 50.0 W8X10 420 7.00 0.0 0.0 52.1 50.0 W10X12 u 421 7.00 0.0 0.0 52.1 50.0 W10X12 u 422 6.00 0.0 0.0 52.1 SO.O W10X12 u 423 6.00 0.0 0.0 52.1 50.0 W10X12 u 424 6.00 0.0 0.0 36.5 50.0 W8X10 425 26.00 29.9 0.0 1016.7 50.0 W27X84 u 426 52.00 102.6 0.0 1016.7 50.0 W27X84 u 428 52.00 89.4 0.0 397.5 50.0 W21X44 u 429 26.00 23.1 0.0 72.5 50.0 W12X14 430 26.00 22.4 0.0 72.5 50.0 W12X14 431 26.00 23.1 0.0 72.5 50.0 W12X14 432 26.00 23.1 0.0 72.5 50.0 W12X14 434 52.00 86.7 0.0 277.1 50.0 W18X35 u 435 52.00 86.3 0.0 277.1 50.0 W18X35 u 436 44.00 63.7 0.0 277.1 50.0 W18X35 u 437 44.00 63.7 0.0 277.1 50.0 W18X35 u 438 61.00 120.3 0.0 397.5 50.0 W21X44 u 439 61.00 120.3 0.0 397.5 50.0 W21X44 u 440 52.00 86.3 0.0 277.1 50.0 W18X35 u 441 52.00 86.5 0.0 277.1 50.0 W18X35 u 442 52.00 86.4 0.0 277.1 50.0 W18X3S u 443 52.00 86.3 0.0 277.1 50.0 W18X35 u loor Type: basket ball course Bm# Length -+-Ma -Ma Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 1 9.00 5.8 0.0 66.5 50.0 W8X10 4 2 14.00 38.2 0.0 71.6 50.0 W8X10 6 3 26.00 401.0 0.0 677.0 50.0 W21X44 30 8 26.00 403.3 0.0 677.0 50.0 W21X44 30 9 40.00 284.1 0.0 484.5 50.0 W18X40 u 18 10 40.00 284.1 0.0 484.5 50.0 W18X40 u 18 11 40.00 284.1 0.0 484.5 50.0 W18X40 u 18 12 40.00 284.1 0.0 583.4 50.0 W18X40 u 40 13 14.00 31.5 0.0 71.6 50.0 W8X10 6 15 26.00 132.4 0.0 222.5 50.0 W12X19 22 16 26.00 108.9 0.0 184.8 50.0 W12X14 22 17 35.00 974.2 0.0 1630.6 50.0 W27X84 70 Beam Summarv RAM steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 7/21 09/09/13 15:52:04 Building Code: IBC Steel Code: AISC 360 Bm# Length +Ma -Ma Mn Fy Beam Size studs 19 26.00 142.2 0.0 242.8 50.0 W12X19 26 20 26.00 124.1 0.0 212.1 50.0 W12X16 24 21 26.00 124.1 0.0 212.1 50.0 W12X16 24 22 26.00 124.1 0.0 212.1 50.0 W12X16 24 23 26.00 559.9 0.0 945.1 50.0 W24XS5 36 24 26.00 122.9 0.0 212.1 50.0 W12X16 24 25 26.00 121.8 0.0 204.8 50.0 W12X16 22 26 26.00 121.8 0.0 204.8 50.0 W12X16 22 27 26.00 122.0 0.0 228.0 50.0 W12X19 u 22 28 26.00 108.9 0.0 184.8 50.0 W12X14 22 29 35.00 773.4 0.0 1291.8 50.0 W24X68 89 30 26.00 127.7 0.0 215.8 50.0 W12X19 20 31 26.00 141.7 0.0 242.8 50.0 W12X19 26 32 26.00 124.1 0.0 212.1 50.0 W12X16 24 33 26.00 124.1 0.0 212.1 50.0 W12X16 24 34 26.00 124.1 0.0 212.1 50.0 W12X16 24 35 26.00 445.0 0.0 748.6 50.0 W21X44 44 36 26.00 122.9 0.0 212.1 50.0 W12X16 24 37 26.00 121.8 0.0 204.8 50.0 W12X16 22 38 26.00 121.8 0.0 204.8 50.0 W12X16 22 39 26.00 121.8 0.0 204.8 50.0 W12X16 22 40 26.00 108.9 0.0 184.8 50.0 W12X14 22 41 35.00 579.3 0.0 974.4 50.0 W24XS5 47 42 12.00 27.1 0.0 71.4 50.0 W8X10 6 43 12.00 30.0 0.0 72.0 50.0 W8X10 6 44 12.00 26.3 0.0 72.0 50.0 W8X10 6 45 12.00 26.3 0.0 72.0 50.0 W8X10 6 46 12.00 26.3 0.0 72.0 50.0 W8X10 6 47 26.00 334.5 0.0 562.8 50.0 W18X35 42 48 12.00 26.1 0.0 72.0 50.0 W8X10 6 49 12.00 25.8 0.0 72.0 50.0 W8X10 6 50 12.00 25.8 0.0 72.0 50.0 W8X10 6 51 12.00 25.9 0.0 92.8 50.0 W10X12 u 6 52 12.00 23.1 0.0 71.4 50.0 W8X10 6 53 35.00 288.7 0.0 494.2 50.0 W18X35 u 30 56 14.00 47.0 0.0 138.3 50.0 W14X22 u 57 14.00 27.7 0.0 138.3 50.0 W14X22 u 59 4.00 2.2 0.0 61.0 50.0 W8X10 4 60 15.00 62.4 0.0 138.3 50.0 W14X22 u 61 14.00 40.6 0.0 108.6 50.0 W14X22 u 62 10.00 17.2 0.0 138.3 50.0 W14X22 u 66 8.50 0.0 0.0 36.5 50.0 W8X10 u 67 8.50 0.0 0.0 36.5 50.0 W8X10 u 68 8.50 0.0 0.0 36.5 50.0 W8X10 u 69 40.00 282.2 0.0 474.4 50.0 W16X31 52 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 8/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length -FMa -Ma Mn Fy Beam Size Studs 70 40.00 282.2 0.0 474.4 50.0 W16X31 52 71 40.00 282.2 0.0 474.4 50.0 W16X31 52 72 40.00 330.0 0.0 555.2 50.0 W18X35 53 73 9.00 0.0 0.0 36.5 SO.O W8X10 Floor Type: Mezz.-Hlow roof Bm# Length +Ma -Ma Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 2 26.00 54.2 0.0 99.2 50.0 W14X22 3 8.67 0.0 0.0 36.5 50.0 W8X10 u 4 8.67 0.0 0.0 36.5 50.0 W8X10 u 5 8.67 0.0 0.0 36.5 50.0 W8X10 u 6 8.67 0.0 0.0 36.5 50.0 W8X10 u 7 8.67 0.0 0.0 36.5 50.0 W8X10 u 9 52.00 258.8 0.0 480.8 50.0 W24XSS 10 26.00 36.1 0.0 172.1 46.0 HSS12X8X5/16 u 11 26.00 65.0 0.0 138.3 50.0 W16X26 12 26.00 36.1 0.0 172.1 46.0 HSS12X8X5/16 u 13 26.00 36.1 0.0 172.1 46.0 HSS12X8X5/16 u 15 12.73 0.0 0.0 36.5 50.0 W8X10 16 26.00 46.2 0.0 100.7 50.0 W10X12 u 12 17 26.00 56.9 0.0 102.5 50.0 W10X12 u 10 18 26.00 56.9 0.0 102.5 50.0 W10X12 u 10 19 26.00 41.2 0.0 172.1 46.0 HSS12X8X5/16 u 20 26.00 176.3 0.0 297.9 50.0 W16X26 20 21 26.00 41.2 0.0 172.1 46.0 HSS12X8XS/16 u 22 26.00 41.2 0.0 172.1 46.0 HSS12X8XS/16 u 23 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 29 26.00 51.2 0.0 98.9 50.0 W14X22 31 26.00 63.9 0.0 138.3 50.0 W16X26 u 32 17.00 94.2 0.0 159.3 50.0 W12X14 30 33 26.00 45.9 0.0 105.9 50.0 W10X12 u 12 34 26.00 56.9 0.0 102.5 50.0 W10X12 u 10 35 26.00 56.9 0.0 102.5 50.0 W10X12 u 10 36 26.00 281.3 0.0 475.8 50.0 W18X40 36 37 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 45 52.00 298.8 0.0 546.2 50.0 W24X62 47 26.00 222.9 0.0 375.2 50.0 W18X35 15 48 26.00 253.1 0.0 427.4 50.0 W18X40 15 49 11.00 8.1 0.0 36.5 50.0 W8X10 SO 26.00 73.9 0.0 130.6 50.0 W12X14 11 51 26.00 56.9 0.0 102.5 50.0 W10X12 10 52 26.00 56.9 0.0 102.5 50.0 W10X12 10 53 26.00 176.3 0.0 297.9 50.0 W16X26 20 54 26.00 11.6 0.0 172.1 46.0 HSS12X8X5/16 u Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 9/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Fy Beam Size Stl 55 6.00 0.9 0.0 33.3 50.0 W8X10 56 9.00 0.0 -31.9 19.50 24.3 -31.8 102.9 50.0 W12X19 57 3.00 0.0 0.0 36.5 50.0 W8X10 60 6.00 1.0 0.0 33.3 50.0 W8X10 61 3.00 0.0 -4.7 28.50 266.1 -4.7 559.9 50.0 W21X44 28 62 9.00 6.0 0.0 36.5 50.0 W8X10 63 26.00 183.9 0.0 314.0 50.0 W18X35 8 64 5.00 0.0 0.0 36.5 50.0 W8X10 65 5.00 1.2 0.0 56.8 50.0 W8X10 5 66 28.50 109.3 0.0 258.1 50.0 W16X26 11 67 28.50 81.3 0.0 144.8 50.0 W12X14 15 68 26.00 140.7 0.0 251.9 50.0 W14X22 29 69 6.00 0.0 -241.3 22.50 19.2 -241.3 600.0 50.0 W21X62 70 28.50 101.2 0.0 170.7 50.0 W12X16 18 71 28.50 101.1 0.0 170.7 50.0 W12X16 18 72 26.00 255.6 0.0 432.2 50.0 W18X3S 26 73 6.00 0.0 -256.2 22.50 22.9 -256.2 558.3 50.0 W24X55 74 13.00 17.5 0.0 65.6 50.0 W8X10 6 77 6.00 0.0 -24.8 7.00 0.0 -24.8 72.5 50.0 W12X14 81 26.00 324.4 0.0 558.3 50.0 W24XS5 82 26.00 267.8 0.0 448.8 50.0 W18X35 39 83 7.00 5.4 0.0 36.5 50.0 W8X10 84 26.00 127.2 0.0 270.5 50.0 W16X26 23 85 26.00 57.1 0.0 102.5 50.0 W10X12 11 86 26.00 57.0 0.0 102.5 50.0 W10X12 10 87 26.00 176.3 0.0 297.9 50.0 W16X26 20 88 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 89 14.00 19.0 0.0 66.3 50.0 W8X10 7 90 9.00 0.0 -34.3 21.00 106.3 -34.3 201.1 50.0 W12X19 29 91 9.00 8.4 0.0 36.5 50.0 W8X10 92 9.00 11.4 0.0 36.5 50.0 W8X10 93 19.00 44.7 0.0 86.3 50.0 W10X12 8 94 5.67 0.0 0.0 36.5 50.0 W8X10 95 5.67 0.0 0.0 36.5 50.0 W8X10 98 12.00 22.8 0.0 65.5 50.0 W8X10 6 99 26.00 261.7 0.0 435.8 50.0 W18X35 30 100 26.00 222.9 0.0 387.5 50.0 W18X35 14 101 26.00 341.9 0.0 606.5 50.0 W24X55 8 102 2.50 0.7 0.0 36.5 50.0 W8X10 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 10/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Fy Beam Size Stl 103 10.00 23.5 0.0 52.1 50.0 W10X12 106 41.00 57.8 0.0 184.2 50.0 W16X26 u 107 26.00 52.7 0.0 98.9 50.0 W14X22 109 52.00 747.1 0.0 1300.0 50.0 W30X99 110 26.00 163.8 0.0 666.7 50.0 W21X68 u 112 26.00 203.1 0.0 344.3 50.0 W16X31 22 113 26.00 160.6 0.0 276.8 50.0 W16X26 16 115 12.00 38.8 0.0 66.1 50.0 W8X10 6 116 6.00 0.0 0.0 36.5 50.0 W8X10 117 6.00 0.0 0.0 36.5 50.0 W8X10 118 6.00 0.0 0.0 36.5 50.0 W8X10 120 12.00 56.1 0.0 95.2 50.0 W10X12 8 121 6.00 0.0 0.0 36.5 50.0 W8X10 122 6.00 0.0 0.0 36.5 50.0 W8X10 123 6.00 0.0 0.0 36.5 50.0 W8X10 124 26.00 64.6 0.0 150.1 50.0 W12X14 18 125 12.00 55.9 0.0 95.2 50.0 W10X12 8 127 10.00 8.9 0.0 36.5 50.0 W8X10 128 26.00 60.6 0.0 120.0 50.0 W10X12 16 129 26.00 60.6 0.0 120.0 50.0 W10X12 16 130 26.00 60.2 0.0 114.4 50.0 W10X12 14 131 16.00 45.4 0.0 88.9 50.0 W8X10 15 132 19.50 30.1 0.0 66.0 50.0 W8X10 6 133 19.50 30.2 0.0 66.0 50.0 W8X10 6 136 10.00 19.1 0.0 36.5 50.0 W8X10 137 26.00 130.3 0.0 230.2 50.0 W14X22 18 138 26.00 130.3 0.0 230.2 50.0 W14X22 18 139 26.00 131.0 0.0 230.2 50.0 W14X22 19 140 19.80 0.7 0.0 21.6 50.0 W8X10 141 5.33 0.0 0.0 36.5 50.0 W8X10 144 6.50 0.0 0.0 36.5 50.0 W8X10 146 26.00 60.8 0.0 107.6 50.0 W14X22 149 16.00 82.4 0.0 137.9 50.0 W12X14 12 151 26.00 80.1 0.0 138.3 50.0 W12X14 12 152 26.00 140.2 0.0 247.4 50.0 W14X22 26 153 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 154 8.00 0.0 0.0 36.S 50.0 W8X10 157 8.00 0.0 0.0 36.5 50.0 W8X10 160 8.00 0.0 0.0 36.5 50.0 W8X10 161 41.00 61.0 0.0 184.2 50.0 W16X26 u 162 26.00 51.2 0.0 98.9 50.0 W14X22 164 38.00 184.1 0.0 326.7 50.0 W18X40 165 26.00 167.0 0.0 666.7 50.0 W21X68 u 166 16.00 98.9 0.0 166.4 50.0 W12X14 24 168 26.00 80.1 0.0 138.3 50.0 W12X14 12 Beam Summarv RAM Steel vl4.04.0S.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Steel Code: AISC Building Code: IBC Steel Code: AISC Bm# Length -FMa -Ma Mn Fy Beam Size Stl 169 26.00 140.2 0.0 247,4 50.0 W14X22 26 170 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 171 8.00 0.0 0.0 36.5 50.0 W8X10 174 8.00 0.0 0.0 36.5 50.0 W8X10 177 8.00 0.0 0.0 36.5 50.0 W8X10 179 26.00 124.2 0.0 277.1 50.0 W18X35 u 181 12.00 8.8 0.0 112.8 50.0 W16X26 u 182 16.00 98.9 0.0 166,4 50.0 W12X14 24 184 26.00 80.1 0.0 138.3 50.0 W12X14 12 185 26.00 140.2 0.0 247.4 50.0 W14X22 26 186 26.00 11.6 0.0 172.1 46.0 HSS12X8XS/16 u 189 8.00 0.0 0.0 36.5 50.0 W8X10 190 15.00 69.5 0.0 72.5 50.0 W12X14 *u 191 14.00 7.4 0.0 72.5 50.0 W12X14 u 193 14.00 8.6 0.0 72.5 50.0 W12X14 u 194 14.00 8.5 0.0 72.5 50.0 W12X14 u 195 14.00 8.5 0.0 72.5 50.0 W12X14 u 197 40.00 294.7 0.0 1158.3 50.0 W27X94 u 198 14.00 8.5 0.0 72.5 50.0 W12X14 u 199 14.00 8.5 0.0 72.5 50.0 W12X14 u 200 40.00 668.6 0.0 1575.0 50.0 W30X116 u 201 8.00 0.0 0.0 36.5 50.0 W8X10 202 8.00 0.0 0.0 36.5 50.0 W8X10 203 41.00 310.7 0.0 1113.8 50.0 W27X94 u 205 26.00 26.1 0.0 102.9 50.0 W12X19 u 206 26.00 29.5 0.0 102.9 50.0 W12X19 u 207 26.00 29.1 0.0 102.9 50.0 W12X19 u 208 26.00 29.0 0.0 102.9 50.0 W12X19 u 209 26.00 58.8 0.0 319.2 50.0 W21X44 u 210 26.00 29.0 0.0 102.9 50.0 W12X19 u 211 26.00 29.0 0.0 102.9 50.0 W12X19 u 212 26.00 78.4 0.0 138.2 50.0 W16X26 213 26.00 28.6 0.0 72.5 50.0 W12X14 214 26.00 28.6 0.0 72.5 50.0 W12X14 215 26.00 60.8 0.0 1166.7 50.0 W24X103 u 216 16.00 82.4 0.0 148.9 50.0 W12X14 16 217 26.00 201.8 0.0 337.8 50.0 W16X31 19 218 26.00 80.5 0.0 137.8 50.0 W12X14 13 219 26.00 127.0 0.0 224.2 50.0 W14X22 16 220 26.00 11.6 0.0 172.1 46.0 HSS12X8X5/16 u 221 6.00 0.0 0.0 36.5 50.0 W8X10 u 222 10.67 7.7 0.0 36.5 50.0 W8X10 223 9.00 6.4 0.0 36.5 50.0 W8X10 224 6.00 0.0 0.0 36.5 50.0 W8X10 u 228 26.00 29.7 0.0 138.3 50.0 W14X22 u Page 11/21 09/09/13 15:52:04 )-10 ASD Beam Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 12/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Fy Beam Size Studs 229 26.00 29.4 0.0 138.3 50.0 W14X22 u 230 26.00 29.0 0.0 102.9 50.0 W12X19 u 231 26.00 71.4 0.0 137.3 50.0 W16X26 232 26.00 28.9 0.0 102.9 50.0 W12X19 u 233 26.00 29.0 0.0 102.9 50.0 W12X19 u 234 26.00 29.0 0.0 72.5 50.0 W12X14 235 26.00 70.6 0.0 137.3 50.0 W16X26 237 26.00 28.6 0.0 72.5 50.0 W12X14 238 26.00 29.0 0.0 72.5 50.0 W12X14 241 26.00 174.7 0.0 297.0 50.0 W16X26 20 242 26.00 53.6 0.0 95.3 50.0 W10X12 8 243 26.00 53.7 0.0 95.3 50.0 W10X12 8 244 26.00 122.5 0.0 232.8 50.0 W14X22 35 246 18.50 92.0 0.0 155.1 50.0 W12X14 18 247 9.25 0.0 0.0 36.5 50.0 W8X10 248 9.25 0.0 0.0 36.5 50.0 W8X10 249 9.25 0.0 0.0 36.5 50.0 W8X10 251 18.50 66.6 0.0 112.6 50.0 W10X12 14 252 18.50 15.3 0.0 66.2 50.0 W8X10 7 253 18.50 59.2 0.0 129.9 50.0 W10X12 20 254 9.25 0.0 0.0 36.5 50.0 W8X10 255 9.25 0.0 0.0 36.5 50.0 W8X10 256 26.00 195.6 0.0 327.7 50.0 W16X26 36 257 18.50 111.8 0.0 192.3 50.0 W12X19 18 259 5.33 0.0 0.0 36.5 50.0 W8X10 260 8.67 0.0 0.0 36.5 50.0 W8X10 u 261 8.67 0.0 0.0 36.5 50.0 W8X10 262 10.00 13.7 0.0 36.5 50.0 W8X10 263 26.00 90.5 0.0 156.0 50.0 W12X14 18 264 18.00 44.4 0.0 84.0 50.0 W8X10 12 265 26.00 89.9 0.0 150.3 50.0 W12X14 16 266 6.00 4.9 0.0 36.5 50.0 W8X10 267 8.67 0.0 0.0 36.5 50.0 W8X10 u 268 8.67 0.0 0.0 36.5 50.0 W8X10 269 10.00 28.8 0.0 52.1 50.0 W10X12 270 26.00 195.6 0.0 327.7 50.0 W16X26 36 271 26.00 226.0 0.0 378.0 50.0 W16X31 42 272 26.00 195.8 0.0 328.2 50.0 W16X26 39 273 10.61 0.0 0.0 36.5 50.0 W8X10 275 26.00 44.0 0.0 83.8 50.0 W12X16 277 26.00 29.4 0.0 102.9 50.0 W12X19 u 278 26.00 29.0 0.0 102.9 50.0 W12X19 u 279 26.00 29.0 0.0 102.9 50.0 W12X19 u 280 26.00 71.2 0.0 137.3 50,0 W16X26 281 26.00 29.0 0.0 102.9 50.0 W12X19 u Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 13/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length -FMa -Ma Mn Fy Beam Size Stl 282 26.00 29.0 0.0 102.9 50.0 W12X19 u 283 26.00 28.6 0.0 72.5 50.0 W12X14 284 26.00 70.8 0.0 137.3 50.0 W16X26 285 26.00 62.2 0.0 138.3 50.0 W14X22 286 26.00 28.6 0.0 72.5 50.0 W12X14 287 26.00 29.0 0.0 72.5 50.0 W12X14 289 16.00 91.3 0.0 154.0 50.0 W12X14 18 291 26.00 80.1 0.0 138.3 50.0 W12X14 12 292 26.00 140,2 0.0 247.4 50.0 W14X22 26 293 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 294 8.00 0.0 0.0 36.5 50.0 W8X10 295 8.67 0.0 0.0 36.5 50.0 W8X10 296 8.00 0.0 0.0 36.5 50.0 W8X10 297 8.67 0.0 0.0 36.5 50.0 W8X10 298 8.00 0.0 0.0 36.5 50.0 W8X10 300 26.00 40.9 0.0 98.4 50.0 W16X26 u 302 26.00 17.5 0.0 138.3 50.0 W14X22 u 304 26.00 17.2 0.0 138.3 SO.O W14X22 u 305 26.00 54.5 0.0 137.3 50.0 W16X26 u 309 26.00 54.1 0.0 98.7 50.0 W14X22 313 26.00 241.8 0.0 442.2 50.0 W21X48 314 16.00 98.7 0.0 166.4 50.0 W12X14 24 315 26.00 187.9 0.0 315.8 50.0 W16X26 28 316 26.00 79.6 0.0 138.3 50.0 W12X14 12 317 26.00 140.6 0.0 247.4 50.0 W14X22 27 318 26.00 11.6 0.0 172.1 46.0 HSS12X8X5/16 u 319 14.14 0.3 0.0 36.5 50.0 W8X10 323 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 324 26.00 11.6 0.0 172.1 46.0 HSS12X8XS/16 u 326 26.00 11.6 0.0 172.1 46.0 HSS 12X8X5/16 u 327 26.00 11.6 0.0 172.1 46.0 HSS12X8X5/16 u 328 26.00 11.6 0.0 172.1 46.0 HSS12X8X5/16 u 330 26.00 125.4 0.0 243.7 50.0 W18X35 331 12.00 6.2 0.0 36.5 50.0 W8X10 332 12.00 6.2 0.0 36.5 50.0 W8X10 334 14.00 30.8 0.0 52.1 50.0 W10X12 336 14.00 32.8 0.0 72.5 50.0 W12X14 337 10.40 12.0 0.0 36.5 50.0 W8X10 338 4.00 0.4 0.0 36.5 SO.O W8X10 339 26.00 178.5 0.0 326.7 50.0 W18X40 340 12.00 6.2 0.0 36.5 50.0 W8X10 341 12.00 6.2 0.0 36.5 50.0 W8X10 342 14.00 35.4 0.0 72.5 50.0 W12X14 343 26.00 64.3 0.0 184.2 50.0 W16X26 u 344 26.00 22.0 0.0 184.2 50.0 W16X26 u Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 14/21 09/09/13 15:52:04 i Building Code: IBC Steel C< Bm# Length +Ma -Ma Mn Fy Beam Size 348 26.00 51.8 0.0 138.3 50.0 W14X22 u 349 26.00 52.9 0.0 277.1 50.0 W18X35 u 350 26.00 52.9 0.0 277.1 50.0 W18X35 u 351 26.00 50.7 0.0 138.3 50.0 W14X22 u 352 26.00 54.2 0.0 277.1 50.0 W18X35 u 353 26.00 61.0 0.0 184.2 50.0 W16X26 u 356 41.00 53.3 0.0 184.2 50.0 W16X26 u 357 41.00 54.5 0.0 184.2 50.0 W16X26 u 359 26.00 70.6 0.0 184.2 50.0 W16X26 u 361 15.00 7.0 0.0 72.5 50.0 W12X14 u 362 15.00 6.9 0.0 72.5 50.0 W12X14 u 364 13.00 2.6 0.0 52.1 50.0 W10X12 u 367 26.00 69.8 0.0 138.3 50.0 W14X22 u 368 26.00 34.4 0.0 277.1 50.0 W18X35 u 369 8.00 2.0 0.0 27.2 50.0 W8X10 370 8.00 1.8 0.0 27.5 50.0 W8X10 371 26.00 112.4 0.0 277.1 50.0 W18X35 u 372 7.40 1.6 0.0 52.1 50.0 W10X12 u 373 23.00 46.7 0.0 149.2 50.0 W16X26 u 375 12.00 13.2 0.0 36.5 50.0 W8X10 376 14.00 38.8 0.0 72.5 50.0 W12X14 377 5.00 0.0 0.0 36.5 50.0 W8X10 378 9.25 0.0 0.0 36.5 50.0 W8X10 381 26.00 26.1 0.0 102.9 50.0 W12X19 u 382 6.00 0.0 0.0 36.5 50.0 W8X10 383 6.00 0.0 0.0 36.5 50.0 W8X10 388 9.00 0.0 0.0 36.5 50.0 W8X10 389 9.00 0.0 0.0 36.5 50.0 W8X10 390 9.00 0.0 0.0 36.5 50.0 W8X10 391 8.67 0.0 0.0 36.5 50.0 W8X10 392 8.67 0.0 0.0 36.5 50.0 W8X10 393 8.67 0.0 0.0 36.5 50.0 W8X10 394 8.67 0.8 0.0 36.5 50.0 W8X10 395 8.67 0.7 0.0 36.5 50.0 W8X10 396 8.67 0.7 0.0 36.5 50.0 W8X10 397 8.67 0.8 0.0 36.5 50.0 W8X10 398 8.67 0.7 0.0 36.5 50.0 W8X10 399 8.67 0.8 0.0 36.5 50.0 W8X10 400 8.67 0.8 0.0 36.5 50.0 W8X10 401 8.67 0.7 0.0 36.5 50.0 W8X10 402 8.67 0.8 0.0 36.5 50.0 W8X10 403 4.00 0.2 0.0 36.5 50.0 W8X10 404 4.00 0.3 0.0 36.5 50.0 W8X10 405 4.00 0.2 0.0 36.5 50.0 W8X10 406 4.00 0.2 0.0 36.5 50.0 W8X10 Studs Beam Summarv RAM Steel V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 15/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# Length +Ma -Ma Mn Fy Beam Size Studs 407 4.00 0.3 0.0 36.5 50.0 W8X10 408 4.00 0.3 0.0 36.5 50.0 W8X10 409 4.00 0.2 0.0 36.5 50.0 W8X10 410 4.00 0.3 0.0 36.5 50.0 W8X10 411 4.00 0.2 0.0 36.5 50.0 W8X10 412 8.78 2.6 0.0 36.5 50.0 W8X10 413 4.62 0.2 0.0 36.5 50.0 W8X10 414 4.62 0.2 0.0 36.5 50.0 W8X10 415 4.62 0.2 0.0 36.5 SO.O W8X10 416 4.62 0.2 0.0 36.5 50.0 W8X10 417 4.62 0.2 0.0 36.5 50.0 W8X10 418 26.00 23.3 0.0 72.5 50.0 W12X14 419 41.00 55.2 0.0 184.2 50.0 W16X26 420 26.00 25.9 0.0 102.9 50.0 W12X19 u 422 14.00 9.6 0.0 36.5 50.0 W8X10 423 6.00 0.1 0.0 33.3 50.0 W8X10 424 9.00 0.3 0.0 23.8 50.0 W8X10 425 8.67 0.3 0.0 25.3 50.0 W8X10 426 8.67 0.3 0.0 25.3 50.0 W8X10 427 8.67 0.3 0.0 25.3 50.0 W8X10 Floor Type: Raised Fl Bm# Length +Ma -Ma Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft I(si 2 4.50 2.2 0.0 75.8 50.0 W10X12 u 4 3 26.00 113.6 0.0 197.1 50.0 W12X19 u 21 4 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 5 26.00 265.9 0.0 764.6 50.0 W21X68 u 15 6 26.00 154.3 0.0 270.7 50.0 W16X26 u 12 7 26.00 193.2 0.0 326.4 50.0 W16X26 u 28 8 26.00 149.8 0.0 270.7 50.0 W16X26 u 12 9 26.00 94.3 0.0 257.9 50.0 W16X26 u 10 12 29.00 144.5 0.0 314.7 46.0 HSS 12X8X5/8 u 13 12.26 10.1 0.0 85.7 50.0 W10X12 u 8 14 4.50 0.2 0.0 52.0 50.0 W10X12 u 15 18.00 23.0 0.0 86.2 50.0 W10X12 u 6 16 18.00 46.7 0.0 128.5 50.0 W12X14 u 12 17 24.00 103.3 0.0 184.5 50.0 W12X16 30 18 18.00 57.1 0.0 122.4 50.0 W12X16 u 8 19 18.00 48.4 0.0 95.1 50.0 W10X12 u 8 20 18.00 48.4 0.0 95.1 50.0 W10X12 u 8 21 18.00 55.2 0.0 120.5 50.0 W12X14 u 9 22 7.07 3.1 0.0 76.1 50.0 W10X12 u 5 23 11.55 5.1 0.0 85.7 50.0 W10X12 u 7 24 16.00 40.9 0.0 93.8 50.0 W10X12 u 8 fl Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 16/21 09/09/13 15:52:04 i Building Code: IBC Steel Code: AISC 360 Building Code: IBC Steel Code: AISC 360 Bm# Length +Ma -Ma Mn Fy Beam Size Studs 25 16.62 29.6 0.0 94.0 50.0 W10X12 u 10 26 11.50 18.2 0.0 86.3 50.0 W10X12 u 7 27 17.00 30.1 0.0 86.9 50.0 W10X12 u 6 28 8.00 10.1 0.0 85.7 50.0 W10X12 u 6 29 16.00 26.7 0.0 86.8 50.0 W10X12 u 6 30 8.00 9.6 0.0 85.7 50.0 W10X12 u 6 31 26.00 201.0 0.0 408.0 50.0 W21X48 32 26.00 62.3 0.0 252.9 50.0 W14X22 u 28 33 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 34 26.00 262.8 0.0 454.9 50.0 W18X35 u 37 35 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 36 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 37 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 38 26.00 260.2 0.0 441.6 50.0 W18X35 u 26 39 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 40 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 41 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 42 26.00 483.2 0.0 818.9 50.0 W24X55 u 41 43 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 44 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 45 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 46 26.00 423.2 0.0 713.4 50.0 W21X50 51 47 26.00 154.3 0.0 270.7 50.0 W16X26 u 12 48 26.00 193.2 0.0 326.4 50.0 W16X26 u 28 • 49 26.00 152.0 0.0 270.7 50.0 W16X26 u 12 50 26.00 299.1 0.0 498.2 50.0 W18X40 52 52 23.00 79.2 0.0 133.8 SO.O W12X16 u 8 53 23.00 66.2 0.0 345.6 50.0 W18X35 u 8 54 26.00 276.8 0.0 474.6 50.0 W24X55 56 26.00 110.4 0.0 193.1 50.0 W12X19 u 18 57 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 58 26.00 296.7 0.0 545.3 50.0 W18X46 u 22 59 26.00 541.0 0.0 975.7 50.0 W24X68 u 72 60 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 61 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 62 26.00 296.2 0.0 533.2 50.0 W18X40 u 36 63 26.00 430.4 0.0 725.0 50.0 W24X55 36 64 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 65 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 66 26.00 296.2 0.0 523.0 50.0 W18X40 u 32 67 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 68 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 69 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 70 26.00 424.5 0.0 713.4 50.0 W21X50 51 71 26.00 154.3 0.0 270.7 50.0 W16X26 u 12 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 17/21 09/09/13 15:52:04 Building Code: IBC Steel Code: AISC 360 Bm# Length -FMa -Ma Mn Fy Beam Size Studs 72 26.00 193.2 0.0 326.4 50.0 W16X26 u 28 73 26.00 153.2 0.0 270.7 50.0 W16X26 u 12 74 26.00 95.6 0.0 245.3 50.0 W16X26 u 8 75 16.00 118.0 0.0 200.9 50.0 W12X19 22 76 26.00 101.2 0.0 170.2 50.0 W12X16 18 77 26.00 84.6 0.0 360.3 50.0 W18X35 u 10 78 8.67 0.0 0.0 36.5 50.0 W8X10 79 8.67 0.0 0.0 36.5 50.0 W8X10 80 8.67 0.0 0.0 36.5 50.0 W8X10 81 26.00 239.3 0.0 475.3 50.0 W18X35 u 39 82 26.00 146.3 0.0 277.1 50.0 W18X35 83 16.00 41.4 0.0 86.7 50.0 W10X12 u 6 84 16.00 41.4 0.0 86.7 50.0 W10X12 u 6 85 26.00 239.4 0.0 488.2 50.0 W18X40 u 22 86 16.00 41.4 0.0 72.5 50.0 W12X14 87 16.00 41.4 0.0 86.7 50.0 W10X12 6 88 16.00 41.4 0.0 86.7 50.0 W10X12 6 89 26.00 356.9 0.0 619.6 50.0 W21X44 28 90 26.00 614.7 0.0 1033.6 50.0 W24X76 26 91 26.00 97.4 0.0 164.5 50.0 W12X19 u 12 92 26.00 97.4 0.0 164.5 50.0 W12X19 u 12 93 26.00 193.3 0.0 324.8 50.0 W16X26 47 94 26.00 331.1 0.0 555.6 50.0 W18X40 u 69 95 26.00 310.6 0.0 539.7 50.0 W21X44 u 22 96 26.00 94.2 0.0 164.5 50.0 W12X19 u 10 97 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 98 26.00 425.4 0.0 713.4 50.0 W21X50 51 99 26.00 154.3 0.0 270.7 50.0 W16X26 u 12 100 26.00 193.6 0.0 326.4 50.0 W16X26 u 28 101 26.00 154.8 0.0 270.7 50.0 W16X26 u 12 102 26.00 96.7 0.0 245.3 50.0 W16X26 u 8 103 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 104 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 105 26.00 84.6 0.0 360.3 50.0 W18X35 u 10 106 9.00 9.0 0.0 76.8 50.0 W10X12 u 4 107 26.00 128.8 0.0 259.4 50.0 W16X26 10 108 26.00 131.3 0.0 259.4 50.0 W16X26 12 109 6.50 2.3 0.0 76.8 50.0 W10X12 u 4 110 6.50 2.3 0.0 76.8 50.0 W10X12 u 4 111 6.50 2.3 0.0 76.8 50.0 W10X12 u 4 112 9.00 90.7 0.0 167.5 50.0 W12X19 u 22 113 26.00 450.4 0.0 768.2 50.0 W21X50 60 114 26.00 75.4 0.0 129.2 50.0 W12X14 10 115 26.00 154.5 0.0 270.7 50.0 W16X26 13 116 26.00 193.6 0.0 326.4 50.0 W16X26 u 28 Beam Summary RAM Steel vl4.04.0S.OO DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 18/21 09/09/13 15:52:04 Building Code: IBC Steel Code: AISC 360 BmU Length +Ma -Ma Mn Fy Beam Size Studs 118 26.00 154.3 0.0 270.7 50.0 W16X26 12 119 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 120 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 122 26.00 429.6 0.0 724.7 50.0 W21X50 42 124 26.00 600.5 0.0 1016.7 50.0 W27X84 125 6.50 0.0 0.0 36.5 50.0 W8X10 126 6.50 0.0 0.0 36.5 50.0 W8X10 127 6.50 0.0 0.0 36.5 50.0 W8X10 128 26.00 63.4 0.0 150.9 50.0 W12X14 19 129 26.00 600.7 0.0 1016.7 50.0 W27X84 130 16.00 125.2 0.0 214.1 50.0 W14X22 u 12 132 26.00 101.1 0.0 170.2 50.0 W12X16 u 18 133 26.00 85.0 0.0 412.2 50.0 W18X40 u 10 134 26.00 82.3 0.0 138.3 50.0 W12X14 12 135 26.00 82.8 0.0 144.5 50.0 W12X14 14 136 26.00 82.3 0.0 138.3 50.0 W12X14 12 137 26.00 81.8 0.0 138.3 50.0 W12X14 12 138 26.00 81.8 0.0 138.3 50.0 W12X14 12 139 26.00 81.8 0.0 138.3 50.0 W12X14 12 140 26.00 81.1 0.0 138.3 50.0 W12X14 12 141 26.00 81.1 0.0 138.3 50.0 W12X14 12 142 26.00 81.1 0.0 138.3 50.0 W12X14 12 143 26.00 425.4 0.0 713.4 50.0 W21X50 51 144 26.00 74.2 0.0 129.2 50.0 W12X14 10 145 26.00 152.2 0.0 270.7 50.0 W16X26 13 146 26.00 193.8 0.0 326.4 50.0 W16X26 u 28 147 26.00 618.7 0.0 1038.1 50.0 W24X76 26 149 26.00 101.5 0.0 173.3 50.0 W12X19 u 12 150 26.00 74.3 0.0 129.7 50.0 W12X14 10 151 26.00 57.9 0.0 120.8 50.0 W10X12 18 152 26.00 57.9 0.0 120.8 50.0 W10X12 18 153 26.00 57.9 0.0 120.8 50.0 W10X12 18 154 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 155 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 156 26.00 85.0 0.0 412.2 50.0 W18X40 u 10 157 8.67 0.0 0.0 36.5 50.0 W8X10 u 158 8.67 0.0 0.0 36.5 50.0 W8X10 u 159 8.67 0.0 0.0 36.5 50.0 W8X10 u 160 26.00 424.5 0.0 713.4 50.0 W21X50 51 161 26.00 73.1 0.0 129.2 50.0 W12X14 10 162 26.00 150.3 0.0 270.7 50.0 W16X26 13 163 26.00 193.8 0.0 326.4 50.0 W16X26 u 28 164 16.00 125.5 0.0 213.4 SO.O W12X19 28 166 26.00 101.5 0.0 173.3 50.0 W12X19 u 12 167 26.00 74.3 0.0 129.7 50.0 W12X14 10 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 19/21 09/09/13 15:52:04 Building Code: IBC Steel Code: AISC 360 Bm# Length +Ma -Ma Mn Fy Beam Size Studs 168 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 169 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 170 26.00 85.0 0.0 412.2 50.0 W18X40 u 10 171 8.67 0.0 0.0 36.5 50.0 W8X10 u 172 8.67 0.0 0.0 36.5 50.0 W8X10 u 173 8.67 0.0 0.0 36.5 50.0 W8X10 u 174 26.00 422.8 0.0 713.4 50.0 W21X50 51 175 26.00 71.3 0.0 120.9 50.0 W12X14 8 176 26.00 147.3 0.0 270.7 50.0 W16X26 12 177 26.00 193.8 0.0 326.4 50.0 W16X26 u 28 178 16.00 125.5 0.0 213.4 50.0 W12X19 28 180 26.00 101.5 0.0 173.3 50.0 W12X19 u 12 181 26.00 74.3 0.0 129.7 50.0 W12X14 10 182 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 183 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 184 8.67 0.0 0.0 36.5 50.0 W8X10 u 185 8.67 0.0 0.0 36.5 50.0 W8X10 u 186 8.67 0.0 0.0 36.5 SO.O W8X10 u 187 26.00 336.4 0.0 589.1 50.0 W21X44 29 188 26.00 604.5 0.0 1013.2 50.0 W24X68 43 189 26.00 74.1 0.0 171.7 50.0 W12X19 u 12 190 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 191 26.00 109.1 0.0 187.3 50.0 W12X19 u 16 192 26.00 162.5 0.0 312.3 50.0 W16X26 u 24 193 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 194 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 195 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 196 26.00 360.1 0.0 918.4 50.0 W24X62 u 52 197 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 198 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 199 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 200 26.00 162.5 0.0 324.1 50.0 W16X26 u 30 201 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 202 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 203 26.00 106.4 0.0 180.9 50.0 W12X19 u 14 204 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 206 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 207 26.00 84.6 0.0 360.3 50.0 W18X35 u 10 209 26.00 75.9 0.0 178.6 50.0 W12X19 u 15 210 26.00 109.8 0.0 187.3 50.0 W12X19 u 16 211 26.00 109.7 0.0 187.3 50.0 W12X19 u 17 213 26.00 359.1 0.0 601.7 SO.O W21X44 52 214 26.00 109.5 0.0 187.3 50.0 W12X19 u 17 215 26.00 109.5 0.0 187.3 50.0 W12X19 u 17 217 26.00 464.0 0.0 785.5 50.0 W24X55 49 Beam Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Page 20/21 09/09/13 15:52:04 Building Code: IBC Steel Code: AISC 360 Bm# Length +Ma -Ma Mn Fy Beam Size Studs 218 26.00 109.5 0.0 187.3 50.0 W12X19 u 17 219 26.00 109.5 0.0 187.3 50.0 W12X19 u 17 220 26.00 288.8 0.0 514.5 50.0 W18X3S 60 221 26.00 463.7 0.0 775.1 50.0 W24XS5 46 222 26.00 109.5 0.0 187.3 50.0 W12X19 u 17 223 26.00 109.5 0.0 187.3 50.0 W12X19 u 17 224 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 226 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 227 26.00 84.6 0.0 360.3 50.0 W18X35 u 10 228 26.00 639.3 0.0 1081.9 50.0 W24X76 34 230 26.00 102.0 0.0 173.3 50.0 W12X19 u 12 231 26.00 70.6 0.0 163.4 50.0 W12X19 u 10 232 26.00 166.0 0.0 316.5 50.0 W16X26 26 233 26.00 382.3 0.0 655.9 50.0 W21X50 36 234 26.00 166.0 0.0 316.5 50.0 W16X26 26 235 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 236 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 237 8.67 0.0 0.0 36.5 50.0 W8X10 238 8.67 0.0 0.0 36.5 50.0 W8X10 239 8.67 0.0 0.0 36.5 50.0 W8X10 240 16.00 120.5 0.0 205.4 50.0 W12X19 24 241 26.00 74.1 0.0 171.7 50.0 W12X19 u 13 242 26.00 101.5 0.0 173.3 50.0 W12X19 u 12 243 26.00 75.1 0.0 178.6 50.0 W12X19 u 15 244 16.00 125.3 0.0 214.1 50.0 W14X22 u 12 245 26.00 101.2 0.0 170.2 50.0 W12X16 u 18 246 26.00 83.0 0.0 360.3 50.0 W18X3S u 11 248 16.00 73.9 0.0 133.3 50.0 W12X16 u 8 249 14.14 0.3 0.0 36.5 50.0 W8X10 250 5.00 0.0 0.0 36.5 50.0 W8X10 252 16.00 47.7 0.0 138.3 50.0 W14X22 u 253 8.00 2.6 0.0 118.1 50.0 W14X22 u 254 16.00 10.3 0.0 48.2 50.0 W14X22 u 255 16.00 54.4 0.0 98.6 50.0 W12X26 256 16.00 54.4 0.0 98.6 50.0 W12X26 276 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 277 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 278 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 279 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 280 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 281 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 282 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 283 26.00 129.2 0.0 270.7 50.0 W16X26 u 12 284 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 285 26.00 125.7 0.0 245.3 50.0 W16X26 u 8 Beam Summarv RAM Steel V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only Building Code: IBC Page 21/21 09/09/13 15:52:04 Steel Code: AISC 360-10 ASD Bm# 288 Length 8.00 +Ma 0.0 -Ma 0.0 Mn 36.5 Fy 50.0 Beam Size W8X10 Studs * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. DataBase: 13903 Regal Cinemas 12 at PCR-21-SMF-conc(Oinega=3) ,--i;13 ; ((13.9'' { 11 } { 10 ) (9 6 ) (5 (j) (A iGl) A ) tc AO- ( 4 } ( 3 ) ( 2 1 (1 J --•4'I H • B B'-B • B • • • ii3 0 E H B B •B B B .0. B BBB BBB •B CO .1—. CD m ^ B B--^^B B' CO Jl K J ( E A,; 08/ S^013^ff 10 uJ o Beam Design Summary RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC C6 - Y^rj 08/26/13 17:14:47 Concrete Code: ACI 318-08 Story Level: 1st Floor Beam Line: 1 SUPPORT GEOMETRY: Index Grid Loc. 1 2 (13-C) (12-C) Loc. (ft) 0.00 26.00 Type Column Column Length (in) 16.00 20.00 Width (in) 20.00 20.00 Depth (in) NA NA BEAM GEOMETRY: Index Span (ft) 26.00 Section cone bm 34x27 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 27.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 5 5 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 24.500 Upper 1 0.000 1 24.500 Upper 2 -13.000 2 Loc, (ft) 13.000 Hooked 0.000 Splice End-Condition Start End Splice Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) 1 #7 4 24.500 Lower 1 0.000 1 End-Condition Start (ft) 26.000 Hooked End Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 2 SUPPORT GEOMETRY: Index Grid Loc. 1 2 (13-D) (12-D) Loc. (ft) 0.00 26.00 Type Column Column Length (in) 16.00 20.00 Width (in) 20.00 20.00 Depth (in) NA NA BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 cone bm 34x27 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 27.00 34.00 NA NA Beam Design Summarv RAM Concrete Beam vl4.04.0S.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 2/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 5 24.500 Upper 1 0.000 1 8.750 Hooked Straight 2 #5 5 24.500 Upper 2 -6.917 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #7 5 24.500 Lower 1 0.000 1 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: Set Size Spacing Num 1 #4 12.00 6 Start Supp. Loc. (ft) 1 0.833 End Supp Loc. (ft) 1 5.833 Stirrup Legs Type 2 Closed Story Level: 1st Floor Beam Line: 3 SUPPORT GEOMETRY: Index Grid Loc. 1 2 (13-E) (13-F) Loc. (ft) 0.00 26.00 Type Column Column Length (in) 20.00 20.00 Width (in) 16.00 16.00 Depth (in) NA NA BEAM GEOMETRY: Index 1 Span (ft) 26.00 Section cone bm 30x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 30.00 NA NA TOP LONGITUDINAL REINFORCEMENT Set Size Num 1 2 #5 #5 4 4 Start End Depth Layer Supp. Loc. Supp. Loc. (in) ' (ft) (ft) 21.500 Upper 1 0.000 1 8.833 21.500 Upper 2 -6.917 2 0.000 End-Condition Start End Hooked Straight Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 3/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 5 21.500 Lower 1 0.000 1 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #3 6.00 7 1 1.000 1 4.000 2 Closec Story Level: 1st Floor Beam Line: 4 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (13-E) 0.00 Column 16.00 20.00 NA 2 (12-E) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 cone bm 34x27 27.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT Set Size Num 1 2 #5 #7 5 4 Start End Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 24.500 Upper 1 0.000 1 8.750 Hooked 24.500 Upper 2 -6.917 2 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #7 5 24.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #4 12.00 8 1 0.833 1 7.833 2 Closed 3 #4 12.00 6 1 20.000 1 25.000 2 Closed Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 4/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Story Level: 1st Floor Beam Line: 5 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (13-F) 0.00 Column 16.00 20.00 NA 2 (12-F) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 cone bm 34x27 27.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 5 24.500 Upper 1 0.000 1 8.750 Hooked Straight 2 #5 5 24.500 Upper 2 -6.917 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #6 6 24.500 Lower 1 0.000 1 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 6 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (13-C) 0.00 Beam 34.00 NA 30.00 2 (13-D) 26.00 Beam 34.00 NA 30.00 3 (13-E) 52.00 Beam 34.00 NA 30.00 BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 cone bm 30x27 27.00 30.00 NA NA 2 26.00 cone bm 30x27 27.00 30.00 NA NA Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 5/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 4 24.500 Upper 1 0.000 1 7.000 Hooked Splice 2 #5 4 24.500 Upper 2 -19.000 2 9.083 Splice Straight 3 #5 4 24.500 Upper 3 -7.167 3 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 4 24.500 Lower 1 0.000 1 26.000 Hooked Splice 2 #5 4 24.500 Lower 2 0.000 2 26.000 Splice Hooked TRANSVERSE REINFORCEMENT: None Required Story Levei: 1st Floor Beam Line: 7 SUPPORT GEOMETRY: Index Grid Loc. (13-E) (13-F) Loc. (ft) 0.00 26.00 Type Beam Beam Length (in) 34.00 34.00 Width (in) NA NA Depth (in) 30.00 30.00 BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 cone bm 30x27 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 27.00 30.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 4 4 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 24.500 Upper 1 0.000 1 24.500 Upper 2 -7.333 2 Loc. (ft) 9.083 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc, Supp. Loc. (in) (ft) (ft) 1 #5 4 24.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 6/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 8 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (10-D) 0.00 Column 20.00 20.00 NA 2 (9-D) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 cone bm 34x27 27.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 5 24.500 Upper 1 0.000 1 8.833 Hooked Straight 2 #5 5 24.500 Upper 2 -6.917 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #7 10 24.500 Lower 1 0.000 1 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #4 12.00 25 1 1.000 1 25.000 2 Closed Story Level: 1st Floor Beam Line: 9 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (7-F) 0.00 Column 20.00 20.00 NA 2 (7-G) 26.00 Column 20.00 20.00 NA Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega-3) Building Code: IBC Page 7/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 con bm 34x36 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 36.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 5 33.500 Upper 1 0.000 1 8.833 Hooked Straight 2 #5 5 33.500 Upper 2 -6.917 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #7 7 33.500 Lower 1 0.000 1 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #4 12.00 5 1 1.000 1 5.000 2 Closed 3 #4 12.00 14 1 12.000 1 25.000 2 Closed Story Level: 1st Floor Beam Line: 10 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (7-H) 0.00 Column 20.00 20.00 NA 2 (7-J) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Index Span (ft) 26.00 Section con bm 34x36 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 36.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 8/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Set Size Num 1 2 #5 #5 5 5 Depth (in) 33.500 33.500 Layer Supp. Upper Upper 1 2 Loc. Supp. (ft) 0.000 1 -6.917 2 Loc. Start (ft) 8.833 Hooked 0.000 Straight End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #8 6 33.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: Set Size Spacing Num 1 #4 12.00 25 Start Supp. Loc. (ft) 1 1.000 End Supp. Loc. (ft) 25.000 Stirrup Legs Type 2 Closed Story Level: 1st Floor Beam Line: 11 SUPPORT GEOMETRY: Index Grid Loc. 1 2 (6-F) (6-G) BEAM GEOMETRY Index 1 Span Section (ft) 26.00 con bm 34x36 Loc. Type Length Width Depth (ft) (in) (in) (in) 0.00 Column 20.00 20.00 NA 26.00 Column 20.00 20.00 NA Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 36.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp.. Loc. (in) (ft) (ft) 33.500 Upper 1 0.000 1 8.833 33.500 Upper 2 -6.917 2 0.000 End-Condition Start End Hooked Straight Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #7 7 33.500 Lower 1 0.000 1 26.000 End-Condition Start End Hooked Hooked Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 9/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #4 12.00 5 1 1.000 1 5.000 2 Closed 3 M 12.00 14 1 12.000 1 25.000 2 Closed Story Level: 1st Floor Beam Line: 12 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (S.S-B) 0.00 Column 20.00 20.00 NA 2 (4-B) 40.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 40.00 cone bm 34x48 48.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 45.500 Upper 1 0.000 1 13.500 Hooked 45.500 Upper 2 -10.417 2 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #7 10 45.500 Lower 1 0.000 1 End-Condition Start End 40.000 Hooked Hooked TRANSVERSE REINFORCEMENT: Set Size Spacing Num 1 #4 12.00 9 3 #4 12.00 10 Start Supp. Loc. (ft) 1 1.000 1 30.000 End Supp. 1 Stirrup Loc. Legs Type (ft) 9.000 2 Closed 39.000 2 Closed Story Level: 1st Floor Beam Line: 13 fl Beam Design Summarv RAM Concrete Beam vl 4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 10/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (5.5-C) 0.00 Column 20.00 20.00 NA 2 (4-C) 40.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 40.00 cone bm 34x48 48.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 Start Depth Layer Supp. Loc. Supp. (in) (ft) 45.500 Upper 1 0.000 1 45.500 Upper 2 -10.417 2 End Loc. (ft) 13.500 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #9 7 45.500 Lower 1 0.000 1 End-Condition Start End 40.000 Hooked Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #4 12.00 13 1 1.000 1 13.000 2 Closed 3 #4 12.00 13 1 27.000 1 39.000 2 Closed Story Level: 1st Floor Beam Line: 14 SUPPORT GEOMETRY: Index Grid Loc. Loc, Type Length Width Depth (ft) (in) (in) (in) 1 (194.00ft-93.00ft) 0.00 Column 20.00 20.00 NA 2 (4-D) 40.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum fl MM Beam Design Summarv RAM Concrete Beam vl4.04.0S.OO Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 11/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 40.00 cone bm 34x48 48.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 5 45.500 Upper 1 0.000 1 13.500 Hooked Straight 2 #5 5 45.500 Upper 2 -10.417 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #7 14 45.500 Lower 1 0.000 1 40.000 Hooked Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp, Loc. Supp. Loc. Legs Type (ft) (ft) 1 #4 12.00 15 1 1.000 1 15.000 2 Closed 3 #4 12.00 13 1 27.000 1 39.000 2 Closed Story Level: 1st Floor Beam Line: 15 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (2-F) 0.00 Column 20.00 20.00 NA 2 (2-G) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Fiange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 con bm 34x36 36.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 33.500 Upper 1 0.000 1 8.833 33.500 Upper 2 -6.917 2 0.000 End-Condition Start End Hooked Straight Straight Hooked Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 12/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #8 6 33.500 Lower 1 0.000 1 26.000 End-Condition Start End Hooked Hooked TRANSVERSE REINFORCEMENT: Start Set Size Spacing Num Supp. Loc. (ft) 1 #4 12.00 25 1 1.000 End Supp. Loc. (ft) 1 25.000 Stirrup Legs Type 2 Closed Story Level: 1st Floor Beam Line: 16 (Check Design Wamings) SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (312.00ft-194.75ft) 0.00 Column 20.00 20.00 NA 2 (312.00ft-205.00ft) 10.25 Column 20.00 20.00 NA 3 (312.00ft-215.45ft) 20.70 Column 20.00 20.00 NA 4 (1-K) 54.25 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 10.25 (E) conbm 16x78 78.00 16.00 NA NA 2 10.45 (E) conbm 16x78 78.00 16.00 NA NA 3 33.55 (E) conbm 16x78 78.00 16.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 75.500 Upper 1 0.000 1 5.000 Hooked Splice 2 #5 3 75.500 Upper 2 -5.250 2 1.750 Splice Splice 3 #7 4 75.500 Upper 3 -8.700 3 13.133 Splice Straight 4 #5 3 75.500 Upper 4 -8.833 4 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 75.500 Lower 1 0.000 1 10.000 Hooked Splice 2 #5 3 75.500 Lower 2 -0.250 2 10.750 Splice Splice Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 13/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End 3 #7 4 75.500 Lower 3 0.300 3 33.550 Splice Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 3 #3 15.00 8 3 0.967 3 8.967 2 Closec Story Level: 1st Floor Beam Line: 17 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (3-C) 0.00 Column 20.00 20.00 NA 2 (3-D) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 conbm 18x24 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -13.000 2 Loc. (ft) 13.000 Hooked 0.000 Splice End-Condition Start End Splice Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loe (in) (ft) 1 #6 3 21.500 Lower 1 0.000 1 End-Condition Start (ft) 26.000 Hooked End Hooked TRANSVERSE REINFORCEMENT: None Required Story Leveh 1st Floor Beam Line: 18 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (3-D) 0.00 Column 20.00 20.00 NA fl Beam Design Summarv RAM Concrete Beam vl4.04.05.00 j Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) : Building Code: IBC Page 14/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Index 2 3 Grid Loc. (2-D) Loc. Type Length Width Depth 26.00 Column 20.00 20.00 NA 52.00 Wall 10.00 NA NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 con bm 18x24 24.00 18.00 NA NA 2 26.00 con bm 18x24 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 21.500 Upper 1 0.000 1 6.917 Hooked Straight 2 #5 3 21.500 Upper 2 •9.000 2 13.000 Straight Splice 3 #5 3 21.500 Upper 3 -13.000 3 0.000 Splice Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #6 3 21.500 Lower 1 0.000 1 26.000 Hooked Splice 2 #6 3 21.500 Lower 2 0.000 2 26.000 Splice Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 19 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (2-B) 0.00 Column 20.00 20.00 NA 2 (2-C) 26.00 Column 20.00 20.00 NA 3 (2-D) 52.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 con bm 18x24 24.00 18.00 NA NA 2 26.00 conbm 18x24 24.00 18.00 NA NA Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 15/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 21.500 Upper 1 0.000 1 6.917 Hooked Straight 2 #5 3 21.500 Upper 2 -8.833 2 8.833 Straight Straight 3 #5 • 3 21.500 Upper 3 -6.917 3 0.000 Straight Hooked Set Size Num BOTTOM LONGITUDINAL REINFORCEMENT Start Depth Layer Supp. (in) #6 3 21.500 Lower 1 #6 3 21.500 Lower 2 End Loc. Supp. (ft) 0.000 1 0.000 2 Loc. (ft) 26.000 26.000 End-Condition Start Hooked Splice End Splice Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 20 SUPPORT GEOMETRY: Index Grid Loc. 1 2 (2-C) BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 conbm 14x22 Loc. Type Length Width Depth (ft) (in) (in) (in) 0.00 Column 20.00 20.00 NA 26.00 Wall 10.00 NA NA Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 22.00 14.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 3 3 Start Depth Layer Supp. Loc. Supp. (in) (ft) 19.000 Upper 1 0.000 1 19.000 Upper 2 -13.000 2 End Loc. (ft) 13.000 Hooked 0.000 Splice End-Condition Start End Splice Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #6 6 19.000 Lower 1 0.000 1 22.000 Hooked End-Condition Start End Splice Beam Design Summarv RAM Concrete Beam v14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) j Building Code: IBC Page 16/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End 2 #5 3 19.000 Lower 1 22.000 1 26.000 Splice Hooked TRANSVERSE REINFORCEMENT: Start End Stirrup Set Size Spacing Num Supp. Loc. Supp. Loc. Legs Type (ft) (ft) 1 #3 3.00 21 1 1.000 1 6.000 4 Hoop 2 #3 9.00 7 1 6.000 1 12.000 4 Hoop 3 #3 3.00 9 1 12.000 1 14.000 4 Hoop 4 #3 9.00 8 1 14.000 1 20.417 4 Hoop 5 #3 3.00 21 1 20.417 25.417 4 Hoop Story Level: 1st Floor Beam Line: 27 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (11-F) 0.00 Column 20.00 20.00 NA 2 (11-G) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 conbm 18x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 3 3 Start End Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 21.500 Upper 1 0.000 1 8.833 Hooked 21.500 Upper 2 -6.917 2 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #5 3 21.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: None Required Beam Design Summarv RAM Concrete Beam vl4.04.0S.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 17/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Story Level: 1st Floor Beam Line: 28 SUPPORT GEOMETRY: Index Grid Loc. 1 2 (12-F) (12-G) Loc. (ft) 0.00 26.00 Type Column Column Length (in) 20.00 20.00 Width (in) 20.00 20.00 Depth (in) NA NA BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 conbm 18x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 21.500 Upper 1 0.000 1 8.833 Hooked Straight 2 #5 3 21.500 Upper 2 -6.917 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 21.500 Lower 1 0.000 1 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 29 SUPPORT GEOMETRY: Index Grid Loc. (12-F) (H-F) Loc. Type (ft) 0.00 Beam 26.00 Beam Length (in) 18.00 18.00 Width (in) NA NA Depth (in) 18.00 18.00 BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 con bmi 8x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA fl Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 18/27 08/26/13 17:14:47 Concrete Code: ACl 318-08 TOP LONGITUDINAL REINFORCEMENT: Set Size Num #5 #5 3 3 Start End Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 21.500 Upper 1 0.000 1 8.833 Hooked 21.500 Upper 2 -6.833 2 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc (in) (ft) 1 #5 3 21.500 Lower 1 0.000 1 End-Condition Start (ft) 26.000 Hooked End Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 30 SUPPORT GEOMETRY: Index Grid Loc. (12-F) (11-F) Loc. (ft) 0.00 Type Beam 26.00 Beam Length (in) 18.00 18.00 Width (in) NA NA Depth (in) 18.00 18.00 BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 con bmi 8x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 3 3 Start Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -7.417 2 End Loc. (ft) 8.833 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #5 3 21.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega=3) Building Code: IBC Page 19/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 31 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type (ft) 1 (2-B) 0.00 Beam 2 26.00 Wall Length (in) 18.00 10.00 Width (in) NA NA Depth (in) 18.00 NA BEAM GEOMETRY: Index 1 Span (ft) 26.00 Section con bm 18x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT Set Size Num 1 2 #5 #5 Start Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -6.583 2 End BOTTOM LONGITUDINAL REINFORCEMENT: Start Set Size Num Depth Layer Supp. Loc. Supp. (in) (ft) 1 #6 3 21.500 Lower 1 0.000 1 End End-Condition Loc. Start End (ft) 8.917 Hooked Straight 0.000 Straight Hooked End-Condition Loc. Start End (ft) 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 32 (Check Design Wamings) Type (ft) (2-B) SUPPORT GEOMETRY: Index Grid Loc. Loc. (ft) 0.00 26.00 Beam Wall Length (in) 18.00 10.00 Width (in) NA NA Depth (in) 24.00 NA BEAM GEOMETRY: Web Flange Minimum Index Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Span (ft) 26.00 Section conbm 24x24 Page 20/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 24.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End Layer Supp. Loc. Supp. Loc. Set Size Num 1 2 #7 #5 3 4 Depth (in) 21.500 21.500 End-Condition Start End (ft) (ft) Upper 1 0.000 1 8.917 Hooked Straight Upper 2 -6.583 2 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #7 6 21.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: Start End Set Size Spacing Num Supp. Loc. Supp. Loc. (ft) (ft) 1 #3 9.00 34 1 0.917 1 25.417 Stirrup Legs Type 2 Closed Story Level: 1st Floor Beam Line: 33 (Check Design Warnings) SUPPORT GEOMETRY: Index Grid Loc. 1 2 (2-C) (2-D) Loc. (ft) 0.00 26.00 Type Beam Beam Length (in) 14.00 18.00 Width (in) NA NA Depth (in) 24.00 24.00 BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 conbm 24x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 24.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End Set Size Num 1 #5 4 Depth (in) 21.500 Layer Supp. Upper 1 #5 4 21.500 Upper Loc. Supp. (ft) 0.000 1 •11.500 2 Loc. (ft) 8.750 Hooked End-Condition Start End Straight 0.000 Straight Hooked fl RAM Beam Design Summarv RAM Concrete Beam v 14.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2 l-SMF-conc(Omega-3) Building Code: IBC Page 21/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 End-Condition BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) 1 #5 4 21.500 Lower 1 (ft) 0.000 1 Start (ft) 26.000 Hooked End Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 34 SUPPORT GEOMETRY: Index Grid Loc. 1 (3-C) (2-C) Loc. (ft) 0.00 Type Beam 26.00 Beam Length (in) 18.00 18.00 Width (in) NA NA Depth (in) 18.00 18.00 BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 con bmi 8x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -9.417 2 Loc. (ft) 8.833 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #5 3 21.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 35 SUPPORT GEOMETRY: fl Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 22/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Index 1 2 Grid Loc. (7-C) (6-C) Loc. (ft) 0.00 26.00 Type Column Column Length (in) 20.00 20.00 Width (in) 20.00 20.00 Depth (in) NA NA BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 conbm 18x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -13.000 2 Loc. (ft) 13.000 Hooked 0.000 Splice End-Condition Start End Splice Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc (in) (ft) 1 #6 3 21.500 Lower 1 0.000 1 End-Condition Start End (ft) 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 36 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (7-B) 0.00 Column 20.00 20.00 NA 2 (6-B) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 conbm 18x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition fl nun Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) i Building Code: IBC Page 23/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Set Size Num 1 2 #5 #5 Depth (in) 21.500 21.500 Layer Supp. Upper Upper Loc. Supp. (ft) 0.000 1 -6.917 2 Loc. (ft) 8.833 0.000 Start Hooked Straight End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #6 3 21.500 Lower 1 0.000 1 26.000 End-Condition Start Hooked End Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 37 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type (ft) 1 (7-B) 0.00 Beam (7-C) 26.00 Beam Length (in) 18.00 18.00 Width (in) NA NA Depth (in) 18.00 18.00 BEAM GEOMETRY: Index Span (ft) 26.00 Section con bm 18x24 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -9.417 2 Loc. (ft) 8.833 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #6 3 21.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 24/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 None Required Story Level: 1st Floor Beam Line: 38 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (3-F) 0.00 Column 20.00 20.00 NA 2 (3-G) 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 con bm 18x24 24.00 18.00 NA NA TOF LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 Start End Depth Layer Supp. Loc. Supp. (in) (ft) 21.500 Upper 1 0.000 1 21.500 Upper 2 -6.917 2 Loc. (ft) 8.833 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc (in) (ft) 1 #5 3 21.500 Lower 1 0.000 1 End-Condition Start End (ft) 26.000 Hooked Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 39 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (3-F) 0.00 Beam 18.00 NA 18.00 2 (2-F) 26.00 Beam 34.00 NA 18.00 3 52.00 Wall 10.00 NA NA BEAM GEOMETRY: Web Flange Minimum Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 25/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Index 1 2 Span (ft) 26.00 26.00 Section con bm 18x24 con bm 18x24 Depth Width Width SlabThick. (in) (in) (in) (in) 24.00 18.00 NA NA 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 21.500 Upper 1 0.000 1 7.500 Hooked Straight 2 #5 3 21.500 Upper 2 -9.417 2 9.417 Straight Straight 3 #5 3 21.500 Upper 3 -6.417 3 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #5 3 21.500 Lower 1 0.000 1 26.000 2 #5 3 21.500 Lower 2 0.000 2 26.000 End-Condition Start End Hooked Splice Splice Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 40 SUPPORT GEOMETRY: Index Grid Loc. Loc. Type Length Width Depth (ft) (in) (in) (in) 1 (3-F) 0.00 Beam 18.00 NA 18.00 2 (2-F) 26.00 Beam 34.00 NA 18.00 3 52.00 Wall 10.00 NA NA BEAM GEOMETRY: Web Flange Minimum Index Span Section Depth Width Width SlabThick. (ft) (in) (in) (in) (in) 1 26.00 con bm 18x24 24.00 18.00 NA NA 2 26.00 con bm 18x24 24.00 18.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Start End End-Condition Set Size Num Depth Layer Supp. Loc. Supp. Loc. Start End (in) (ft) (ft) 1 #5 3 21.500 Upper 1 0.000 1 7.500 Hooked Straight Beam Design Summarv RAM Concrete Beam vl4.04.05.00 Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) Building Code: IBC Page 26/27 08/26/13 17:14:47 Concrete Code: ACI 318-08 Set Size 2 #5 3 #5 Num 3 3 Depth 21.500 21.500 Layer Supp. Upper 2 Upper 3 Loc. Supp. Loc. Start End -9.417 2 9.417 Straight Straight -6.417 3 0.000 Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num 1 2 #5 #5 3 3 Depth (in) 21.500 21.500 Layer Supp. Lower Lower 1 2 Loc. Supp. (ft) 0.000 0.000 1 2 Loc. (ft) 26.000 26.000 End-Condition Start Hooked Splice End Splice Hooked TRANSVERSE REINFORCEMENT: None Required Story Level: 1st Floor Beam Line: 41 SUPPORT GEOMETRY: Index Grid Loc. 1 (10-C) (9-C) Loc. Type Length Width Depth (ft) (in) (in) (in) 0.00 Column 20.00 20.00 NA 26.00 Column 20.00 20.00 NA BEAM GEOMETRY: Index 1 Span Section (ft) 26.00 cone bm 34x27 Web Flange Minimum Depth Width Width SlabThick. (in) (in) (in) (in) 27.00 34.00 NA NA TOP LONGITUDINAL REINFORCEMENT: Set Size Num 1 2 #5 #5 5 5 Start End Depth Layer Supp. Loc, Supp. (in) (ft) 24.500 Upper 1 0.000 1 24.500 Upper 2 -6.917 2 Loc. (ft) 8.833 Hooked 0.000 Straight End-Condition Start End Straight Hooked BOTTOM LONGITUDINAL REINFORCEMENT: Start End Set Size Num Depth Layer Supp. Loc. Supp. Loc. (in) (ft) (ft) 1 #7 4 24.500 Lower 1 0.000 1 26.000 Hooked End-Condition Start End Hooked TRANSVERSE REINFORCEMENT: fl Beam Design Summarv RAM Concrete Beam vl 4.04.05.00 Page 27/27 MMI Database: 13903 Regal Cinemas 12 at PCR-2l-SMF-conc(Omega=3) 08/26/13 17:14:47 ^ ! Building Code: IBC Concrete Code: ACI 318-08 None Required DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/05/2013 10:20:36 .-V.13 r ((ia;9)(l1i3f1 i 1 10 ) ( 9 j ( 8 ) 5 7; \ K J ;;};3') i 1 1 (8.5 ) ( 5 } !^ 4 ) 3 (3.3') ( 3' l5StV«S!i!L ((37; f G "i HSSl2)tl2Xyi6 112.7) B i- A ) •^3l 12 J^5 T (13.3 11? ( 10 ) t^tUIZX^IQ HS§12X12X3/ie KS312X1HX>:1B 8 ) ( 7 j (6 05.5 1 .i- 0417 Cill, IV i.t+;3. ,,6.„ QC5 ; ODS ' 0:18 £5 \ DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only ; L K' /' *ISS1V!12X3!16 HSSiai2x:^14—--Fi5S12XI2W,lie KSS12X12)CV18 y•^-^^^7 DX DAI DJ» (13-"} 4.13 > ((ia.^)(iii3li ) (10 ; ( 9 ) ; 8.5 ) ('' 7 ') (' 6 '; (' 5 ) HS5IZX12X3/1S HS312X12)tVlB hSSIZXiZXllfi { 4 3 ) 13 } ( 1 .r-. 09/05/2013 10:20:53 H95,1?X1!X3n8 { r f • (3, ; F7 : (10.3] is'ixiixj'w 001 C. ( |t^SilXl20JlG MO.3) ^ HSS15X1JJHEW Alliofl 6 Q / 0£5 OUi ViO . ri2.7 B \ A } ri2y 11 ) i 10 ) .HSS.12X12XJJK „..|iSS!««Slt 033 itail2KMKiai21l>l1» Q t WliX65 __._Vyij^65_ Vjr.mi 8 1 ( 7 ) i«»iMrSwi6 kssij'xTJwi* Hssi5xV3x^i6 HS91; 8,4 hSS-.JXl/!X3/g ^'01,5 I DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc-T 09/19/2013 16:29:28 -;.,13 ) f(13.9H 11(311 ) ( 10 ) ( 9 'i ( >< : ( K' ) (8.5 ) ••mf 2X3/16 fi] (G7 ! ''T% (12.61 lgS1^l|X3/1(i 1|JSI^ 12X3/16 \ tl J.iT- ('A)Z *i3r ( AO- HSSHj .taa. 13 ; HSS1M12X3/II6 535 6 ) i 5 i (4 ...HS.5,.l^}|m6..msi^xi|)SM6...«S51^l|m .^..^ { 2 1 .-'r--. ^-'•i'l ' i 3.3 JdJSMpie HSS10X1DX3/? • - • • - - - HSS12);i2X3/1« 0 6S B'~TW HSS12j<l|X3/16 HSS12Xlfa[^ 'j HBS12)(12X3/16 566 H5512)^12X3/1« 12X3/16 HSS12Xiex3/16 ^ OJt? J /' ix: 0^ HSS12MtiX3|!^-"\ 2(12X3/16 H4i^aSU5..HSSii!)g2MlL 0^: iHSSl^12X3/16 V16HSS12XI2X3/16 OJ57 a: BP HSS10X10X3/8 046 TCw- 1SW TiMT B. il} (A.8 12X3/ St?""; 1 4*5' o:i!r~T T'ol?^ W —5'H' MP"im o;io"""""""iPn,- IT* ("Kf") HSSlZl^iexSM 0|X c ;-0-• <;=8(' i- C ; B.4 •wi- B ) ,0(05) V VJ DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/05/2013 10:14:11 .„^«M._ /. (11(3^1 ) ( 10 ) { 9 i ( 8 ; { 7 _) { 6 ; ( 5 ) ( 4 ) ( 3 j 2 .! M 4 MSS'axi; / rHSS-WlH3ili. C .A (G7 005 OH ^. Hi ' !12J: T40T3- . ifiSt im iHSSfOHfflSM tm KsMmsM . .-8..5.- CB5 KiU. _[ISSISB!ai.. ,!:gS.1»13ag^i8_,.HgS1.a(^^^ ,KSl?i<1ja3t16. -.asstssiisM.?.. MSJKiuxm..... opi HSS10X10X1TJ A.8 :B.5 i : A6 4-3.3- """*w?*'L I .!*5Sie(-L2)g/ll„._Ji6S-2j<1i 0.«< r\ .• ort J (.1+3,; OM n / ;(„G.,; F ;• Dll C B,4 ; B A j A(> U3 i (f2T T ii ; (10 ; ' ( 9 H^f5xi!fM/16 HS312XV2X,VIS MSai?X1^X5^.6"" "- > ( 4 ) 2 01.5 i 1 ...(Aios) '=A0'; <5;^(,w <^r*»/:t^ Ct,iw.w»*< O^cjv. ^ >''«f.y o DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/05/2013 09:55:29 sU-^ '^"l ^^^^ DataBase: 13903 Regal Cinemas 12 at PCR-22-SMF-only 09/05/2013 09:57:31 1 ( 10 } ,' "K-'- r i4t;:--i:ljk. JAZ f 13'') \ J %9 (G.7 i ( G ) f F.3 'i ( F ; 24 m „., 48. 12''Ma.......2t3. 33. 4? IEI: E"^ 16.. I C ) / —210 ,8 _ 25 _..35_ M... f10.3 2^. Jj_Ji1. .i IB 21 „J1 40 _..4f7 ( 7 5 j JL 46 - 57 m 76 (T0;3l (8.5 ) _3L i12.7! B^ 29 , ; 13 ) ( 12 ) ( 11 ') i 10 : (' 9 _i_J4 _60 ..IM. i4i m 74 • S~1 70 9a 9l2,... 91 73 81 3 i : 2 ) ( 1 i s. ^ ^ ! 154 L~ 78 ;B.5 68 ...-..( A.8 ) 7 ; ' ( 6 |5.5 X 5 JJ3 ,.J11 1.51 .1.52 J.,12 ^3? J 131^ HA: 121 / ( G !'F(7 128 118 (6:8 ( B' 4 ^ (3 2 51.5 'i 1 col 4 cm k>o-t(o<M -fl I Column Load Summarv CL '4 RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD UNFACTORED COLUMN LOADS: Units: kips Column Line 0.00ft-6.00ft Level Col# Length Dead Self +Live -Live MinTot MaxTot Mezz-i-Low roof 1 17.00 9.9 4.0 6.2 0.0 13.9 20.1 Raise up fl 1 4.00 9.9 4.9 6.2 0.0 14.8 21.1 Column Line 13-B Level Col# Length Dead Self -FLive -Live MinTot MaxTot Mezz-i-Low roof 2 17.00 15.8 4.0 8.7 -0.3 19.4 28.4 Raise up fl 2 4.00 15.8 4.9 8.7 -0.3 20.3 29.3 Column Line 13-C Level Col# Length Dead Self -FLive -Live MinTot MaxTot Roof 1 17.00 4.9 0.5 3.2 0.0 5.4 8.6 Raise course 1 4.00 4.9 0.6 3.2 0.0 5.5 8.7 Mezz-*-Low roof 3 17.00 20.1 4.5 4.6 0.0 24.7 29.2 Raise up fl 3 4.00 20.1 5.5 4.6 0.0 25.6 30.2 Column Line 13-D Level Col# Length Dead Self -FLive -Live MinTot MaxTot Roof 2 17.00 20.2 0.5 13.6 0.0 20.7 34.3 Raise course 2 4.00 20.2 0.6 13.6 0.0 20.8 34.4 Mezz+Low roof 4 17.00 31.3 1.1 13.6 0.0 32.4 46.0 Raise up fl 4 4.00 31.3 1.2 13.6 0.0 32.5 46.1 Column Line 13-E Level Col# Length Dead Self -FLive -Live MinTot MaxTot Roof 3 17.00 4.2 0.5 2.5 0.0 4.7 7.2 Raise course 3 4.00 4.2 0.6 2.5 0.0 4.8 7.3 Mezz-FLow roof 5 17.00 15.3 1.1 2.5 0.0 16.4 18.9 Raise up fl 5 4.00 15.3 1.2 2.5 0.0 16.5 19.0 Column Line IS-F Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 2/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level Col# Length Dead Self +Live -Live MinTot MaxTot Roof 4 17.00 16.0 4.0 10.1 0.0 20.0 30.0 Raise course 4 4.00 16.0 4.9 10.1 0.0 20.9 30.9 Mezz+Low roof 6 17.00 33.7 8.9 12.8 0.0 42.6 55.4 Raise up fl 6 4.00 45.4 9.8 25.3 0.0 55.2 80.5 Column Line 13-G Level Col# Length Dead Self +Live -Live MinTot MaxTot Roof 5 17.00 10.3 4.0 6.6 0.0 14.3 20.8 Raise course 5 4.00 10.3 4.9 6.6 0.0 15.2 21.8 Mezz+Low roof 7 17.00 44.3 8.9 18.4 0.0 53.1 71.5 Raise up fl 7 4.00 79.4 9.8 48.6 0.0 89.2 137.8 Column Line 13-H Level Com Length Dead Self +Live -Live MinTot MaxTot Roof 6 17.00 9.2 0.5 6.6 0.0 9.6 16.2 Raise course 6 4.00 9.2 0.6 6.6 0.0 9.8 16.3 Mezz+Low roof 8 17.00 21.9 1.1 6.6 0.0 22.9 29.5 Raise up fl 8 4.00 45.5 1.2 17.7 0.0 46.7 64.4 Column Line 13-J Level CoW Length Dead Seif +Live -Live MinTot MaxTot Roof 7 17.00 9.2 0.5 6.6 0.0 9.6 16.2 Raise course 7 4.00 9.2 0.6 6.6 0.0 9.8 16.3 Mezz+Low roof 9 17.00 21.9 1.1 6.6 0.0 22.9 29.5 Raise up fl 9 4.00 21.9 1.2 6.6 0.0 23.0 29.6 Column Line 13-K Levei Coin Length Dead Self +Live -Live MinTot MaxTot Roof 8 17.00 5.8 0.5 3.7 0.0 6.2 9.9 Raise course 8 4.00 5.8 0.6 3.7 0.0 6.3 10.1 Mezz+Low roof 10 17.00 13.9 1.1 3.7 0.0 14.9 18.7 Raise up fl 144 4.00 29.3 1.2 8.9 0.0 30.5 39.4 Column Line 13-K' Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 156 4.00 3.9 0.8 0.0 0.0 4.7 4.7 fl Column Load Summarv RAM Steel v 14.04.05.00 Page 3/26 DataBase: 13903 Regal Cinemas 12 at PCR-21-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 13-L' Level Raise up fl Col# Length 11 4.00 Dead Self +Live 17.2 0.1 11.7 -Live MinTot MaxTot 0.0 17.3 29.0 Column Line 4.50ft-145.00ft Level Raise up fl Col# Length Dead Self +Live -Live MinTot MaxTot 12 4.00 2.1 0.1 2.9 0.0 2.2 5.1 Column Line 8.00ft-71.50ft Level Raise up fl Col# Length Dead Self +Live -Live MinTot MaxTot 13 4.00 2.7 0.1 2.6 0.0 2.8 5.4 Column Line 8.00ft-76.00ft Level Raise up fl CoI# Length Dead Self +Live -Live MinTot MaxTot 14 4.00 2.8 0.1 4.2 0.0 2.9 7.1 Column Line 8.00ft-93.00ft Level Raise up fl CoI# Length Dead Self +Live -Live MinTot MaxTot 15 4.00 9.3 0.1 13.4 0.0 9.4 22.8 Column Line 8.00ft-l 17.00ft Level Raise up fl CoW Length Dead Self +Live -Live MinTot MaxTot 16 4.00 9.2 0.1 13.3 0.0 9.3 22.6 Column Line I0.00ft-133.00ft Level Raise up fl Col# Length Dead Self +Live -Live MinTot MaxTot 17 4.00 3.0 0.1 4.6 0.0 3.1 7.6 Column Line 14.50ft-l45.00ft Level Raise up fl Col# Length Dead Self +Live -Live MinTot MaxTot 18 4.00 5.7 0.1 7.6 0.0 5.8 13.4 Column Line 12-AO fl RAM Column Load Summarv RAM Steel v 14.04.05.00 Page 4/26 DataBase: 13903 Regal Cinemas 12 at PCR-21 -SMF-only(Omega-3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 11 17.00 8.9 0.5 6.1 0.0 9.4 15.5 Raise up fl 19 4.00 8.9 0.6 6.1 0.0 9.5 15.6 Column Line 12-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 9 17.00 6.8 0.6 4.5 0.0 7.4 11.9 Raise course 9 4.00 6.8 0.7 4.5 0.0 7.5 12.1 Mezz+Low roof 12 17.00 21.2 1.3 7.4 0.0 22.5 29.9 Raise up fl 20 4.00 31.8 1.5 22.5 0.0 33.3 55.8 Column Line 12-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 21 4.00 29.0 0.1 52.8 0.0 29.1 81.9 Column Line 12-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 22 4.00 29.2 0.1 53.7 0.0 29.3 83.0 Column Line 12-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 23 4.00 40.6 0.1 64.6 0.0 40.8 105.3 Column Line 26.00ft-154.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 13 17.00 16.3 0.5 12.8 0.0 16.8 29.5 Column Line 12-G Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 14 17.00 40.9 0.6 26.1 0.0 41.5 67.6 Raise up fl 24 4.00 98.5 0.7 88.0 0.0 99.3 187.2 Coiumn Line 12-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 25 4.00 45.8 0.1 28.2 0.0 46.0 74.2 Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega-3) Building Code: IBC Page 5/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Column Line 12-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 10 17.00 8.7 0.5 5.6 0.0 9.2 14.8 Raise course 10 4.00 8.7 0.6 5.6 0.0 9.3 14.9 Mezz+Low roof 15 17.00 12.3 1.1 5.6 0.0 13.3 19.0 Raise up fl 145 4.00 40.6 1.2 16.0 0.0 41.8 57.8 Column Line 11.9-K' Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 157 4.00 8.0 0.8 11.9 0.0 8.8 20.7 Column Line 11.9-L' Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 27 4.00 19.3 0.1 14.1 0.0 19.4 33.5 Column Line 44.00ft-171.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 11 17.00 14.7 0.5 13.5 0.0 15.2 28.7 Raise course 11 4.00 14.7 0.6 13.5 0.0 15.3 28.9 Column Line 44.00ft-l97.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 12 17.00 23.1 0.6 20.3 0.0 23.7 44.0 Raise course 12 4.00 23.1 0.7 20.3 0.0 23.8 44.1 Mezz+Low roof 16 17.00 23.1 1.3 20.3 0.0 24.4 44.7 Column Line 11-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 17 17.00 9.7 3.3 6.1 0.0 13.0 19.1 Raise up fl 28 4.00 9.7 4.1 6.1 0.0 13.8 19.9 Column Line ll-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 18 17.00 22.8 0.5 17.3 0.0 23.3 40.6 Raise up fl 29 4.00 22.8 0.6 17.3 0.0 23.4 40.7 Column Load Summarv RAM Steel vl4.04.05.00 Page 6/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 11-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 13 17.00 7.8 4.0 4.5 0.0 11.8 16.2 Raise course 13 4.00 7.8 4.9 4.5 0.0 12.7 17.2 Mezz+Low roof 19 17.00 27.4 8.9 10.5 -0.2 36.0 46.7 Raise up fl 30 4.00 44.9 9.8 36.1 -0.2 54.4 90.8 Column Line 11-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 31 4.00 48.2 0.1 78.0 -0.4 47.9 126.3 Column Line 11-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 32 4.00 44.0 0.1 76.7 -0.0 44.2 120.9 Column Line 11-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 14 17.00 23.4 0.6 19.6 0.0 24.0 43.6 Raise course 14 4.00 23.4 0.7 19.6 0.0 24.1 43.7 Mezz+Low roof 20 17.00 49.1 1.3 31.1 -0.0 50.4 81.6 Raise up fl 33 4.00 83.9 1.5 98.7 -0.0 85.3 184.1 Column Line 11-G Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 21 17.00 52.9 0.6 31.7 0.0 53.5 85.2 Raise up fl 34 4.00 104.6 0.7 89.4 0.0 105.4 194.7 Column Line 11-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 35 4.00 54.8 0.1 31.8 0.0 54.9 86.7 Column Line 11-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 15 17.00 13.9 0.5 9.1 0.0 14.4 23.4 Raise course 15 4.00 13.9 0.6 9.1 0.0 14.5 23.5 Mezz+Low roof 22 17.00 17.5 1.1 9.1 0.0 18.5 27.6 Raise up fl 146 4.00 50.8 1.2 29.2 0.0 51.9 81.2 Column Load Summarv RAM Steel V 14.04.05.00 Page 7/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 11-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 37 4.00 18.5 0.1 20.8 0.0 18.6 39.5 Column Line 71.50ft-93.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 23 17.00 52.7 0.5 37.3 -1.6 51.6 90.4 Column Line 71.50ft-119.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 24 17.00 34.8 0.5 36.1 -0.1 35.2 71.4 Column Line 72.00ft-93.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 16 17.00 22.3 0.5 18.2 0.0 22.7 40.9 Raise course 16 4.00 22.3 0.6 18.2 0.0 22.8 41.1 Column Line 10-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 25 17.00 10.9 3.3 6.1 0.0 14.1 20.3 Raise up fl 38 4.00 10.9 4.1 6.1 0.0 14.9 21.0 Column Line 10-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 17 17.00 7.8 4.0 4.4 0.0 11.7 16.2 Raise course 17 4.00 7.8 4.9 4.4 0.0 12.7 17.1 Mezz+Low roof 26 17.00 39.5 8.9 17.8 -0.3 48.1 66.2 Raise up fl 39 4.00 64.9 9.8 49.4 -0.3 74.4 124.1 Column Line 10-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 40 4.00 68.3 0.2 83.8 -1.2 67.3 152.3 Column Line 10-E Column Load Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) Building Code: IBC Page 8/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 41 4.00 80.1 0.2 101.3 -1.9 78.4 181.6 Column Line 10-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 27 17.00 28.4 0.6 27.4 -0.4 28.6 56.4 Raise up fl 42 4.00 74.3 0.7 100.3 -0.4 74.5 175.2 Column Line 10-G Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 28 17.00 43.8 0.6 32.7 -0.2 44.2 77.1 Raise up fl 43 4.00 96.6 0.7 93.1 -0.2 97.1 190.4 Column Line 10-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 44 4.00 38.5 0.1 29.5 0.0 38.6 68.1 Column Line 10-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 18 17.00 4.3 0.5 2.5 0.0 4.8 7.3 Raise course 18 4.00 4.3 0.6 2.5 0.0 4.9 7.4 Mezz+Low roof 29 17.00 7.9 1.1 2.5 0.0 9.0 11.5 Raise up fl 147 4.00 41.5 1.2 23.3 0.0 42.7 66.0 Column Line 10-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 46 4.00 19.7 0.1 22.1 0.0 19.8 41.9 Column Line 94.00ft-93.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 19 17.00 20.0 0.6 16.4 0.0 20.6 37.1 Raise course 19 4.00 20.0 0.8 16.4 0.0 20.8 37.2 Mezz+Low roof 30 17.00 53.3 1.4 34.9 -3.8 50.9 89.6 Raise up fl 47 4.00 75.7 1.5 55.9 -3.8 73.4 133.0 Column Line 94.00ft-119.00ft fl RAM Column Load Summarv RAM Steel vl4.04.05.00 Page 9/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+I.X)w roof 31 17.00 34.3 0.5 30.6 -4.6 30.2 65.4 Column Line 94.00ft-145.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 32 17.00 23.2 0.5 23.1 -0.2 23.5 46.7 Column Line 9-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 33 17.00 10.7 3.3 6.1 0.0 14.0 20.2 Raise up fl 48 4.00 10.7 4.1 6.1 0.0 14.8 20.9 Column Line 9-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 34 17.00 76.8 4.0 12.1 0.0 80.8 92.9 Raise up fl 49 4.00 76.8 4.9 12.1 0.0 81.7 93.8 Column Line 9-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 20 17.00 6.8 0.5 4.4 0.0 7.3 11.7 Raise course 20 4.00 6.8 0.6 4.4 0.0 7.4 11.8 Mezz+Low roof 35 17.00 63.1 4.5 13.7 -0.1 67.6 81.4 Raise up fl SO 4.00 71.5 5.5 20.1 -0.1 77.0 97.1 Column Line 9-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 51 4.00 63.1 0.2 54.7 -2.7 60.6 117.9 Column Line 9-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 21 17.00 21.7 4.0 17.0 0.0 25.6 42.7 Raise course 21 4.00 21.7 4.9 17.0 0.0 26.6 43.6 Mezz+Low roof 36 17.00 59.4 8.9 35.1 -0.1 68.2 103.4 Raise up fl 52 4.00 119.5 9.8 104.6 -0.2 129.1 233.8 Column Line 9-G fl Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Rega! Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 10/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 22 17.00 11.8 4.8 8.9 0.0 16.6 25.6 Raise course 22 4.00 11.8 6.0 8.9 0.0 17.8 26.7 Mezz+Low roof 37 17.00 53.9 10.8 30.2 -0.1 64.6 94.8 Raise up fl 53 4.00 112.4 11.9 94.7 -0.1 124.2 219.0 Column Line 9-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 23 17.00 22.4 4.8 16.7 0.0 27.2 43.9 Raise course 23 4.00 22.4 6.0 16.7 0.0 28.3 45.1 Mezz+Low roof 38 17.00 43.1 10.8 20.7 0.0 53.9 74.5 Raise up fl 54 4.00 103.4 11.9 63.1 0.0 115.3 178.5 Column Line 9-J Level CoW Length Dead Self -FLive -Live MinTot MaxTot Roof 24 17.00 15.6 4.0 12.4 0.0 19.5 31.9 Raise course 24 4.00 15.6 4.9 12.4 0.0 20.5 32.9 Mezz+Low roof 39 17.00 35.1 8.9 17.8 0.0 43.9 61.8 Raise up fl 55 4.00 78.3 9.8 52.0 0.0 88.1 140.0 Column Line 9-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 25 17.00 10.9 4.0 6.5 0.0 14.8 21.3 Raise course 25 4.00 10.9 4.9 6.5 0.0 15.8 22.3 Mezz+Low roof 40 17.00 34.6 8.9 13.3 0.0 43.5 56.8 Raise up fl 140 4.00 74.4 9.8 48.5 0.0 84.2 132.7 Column Line 9-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 57 4.00 19.7 0.1 22.1 0.0 19.9 42.0 Column Line 116.00ft-171.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 41 17.00 19.1 0.4 14.8 0.0 19.4 34.2 Column Line 116.00ft-197.00ft Column Load Summarv RAM Steel vl4.04.05.00 Page 11/26 DataBase: 13903 Regal Cinemas 12 at PCR-21-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 42 17.00 27.6 0.4 19.0 0.0 28.0 47.1 Column Line 116.00ft-223,00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 43 17.00 27.7 0.4 19.0 0.0 28.1 47.1 Column Line 8-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 44 17.00 9.8 0.5 6.2 0.0 10.3 16.5 Raise up fl 58 4.00 9.8 0.6 6.2 0.0 10.4 16.6 Column Line 8-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 26 17.00 8.7 4.0 5.1 0.0 12.6 17.7 Raise course 26 4.00 8.7 4.9 5.1 0.0 13.6 18.6 Mezz+Low roof 45 17.00 58.6 8.9 5.1 0.0 67.4 72.5 Raise up fl 59 4.00 58.6 9.8 5.1 0.0 68.3 73.4 Column Line 8-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 60 4.00 38.1 0.1 25.3 0.0 38.2 63.6 Column Line 8-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 27 17.00 17.2 4.0 14.6 0.0 21.2 35.8 Raise course 27 4.00 17.2 4.9 14.6 0.0 22.1 36.7 Mezz+Low roof 46 17.00 53.7 8.9 30.1 0.0 62.6 92,7 Raise up fl 61 4.00 118.8 9.8 89.7 0.0 128.6 218.3 Column Line 130,00ft-161.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 47 17.00 30.0 0.5 20.6 0.0 30.5 51.1 Column Line 8-G fl RAM Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 12/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 62 4.00 60.0 0.2 50.1 0.0 60.2 110.3 Column Line 8-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 63 4.00 45.7 0.1 25.8 0.0 45.8 71.6 Column Line 8-J Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 64 4.00 45.7 0.1 25.8 0.0 45.8 71.6 Column Line 8-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 28 17.00 11.6 4.0 6.6 0.0 15.5 22.1 Raise course 28 4.00 11.6 4.9 6.6 0.0 16.5 23.0 Mezz+Low roof 48 17.00 23.4 8.9 9.5 0.0 32.3 41.8 Raise up fl 141 4.00 66.2 9.8 38.1 0.0 76.0 114.1 Column Line 8-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 66 4.00 19.8 0.1 22.1 0.0 19.9 42.0 Column Line 140.10ft-37.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 29 12.00 1.9 0.3 2.2 0.0 2.2 4.5 Raise course 85 4.00 1.9 0.4 2.2 0.0 2.3 4.6 Column Line 7-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 49 17.00 10.4 0.5 6.3 0.0 10.9 17.1 Raise up fl 67 4.00 10.4 0.6 6.3 0.0 11.0 17.2 Column Line 156.00ft-37.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 30 12.00 2.3 0.3 2.2 0.0 2.7 4.9 Raise course 29 4.00 2.3 0.4 2.2 0.0 2.8 5.0 fl RAM Column Load Summarv RAM Steel vl4.04.0S.00 Page 13/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 7-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 50 17.00 67.5 0.6 13.3 0.0 68.1 81.4 Raise up fl 68 4.00 67.5 0.7 13.3 0.0 68.3 81.6 Column Line 7-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 31 17.00 10.4 4.0 5.8 0.0 14.4 20.2 Raise course 30 4.00 10.4 4.9 5.8 0.0 15.3 21.1 Mezz+Low roof 51 17.00 50.4 8.9 10.1 0.0 59.2 69.3 Raise up fl 69 4.00 50.4 9.8 10.1 0.0 60.2 70.3 Column Line 7-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 32 17.00 27.0 0.8 22.2 0.0 27.8 50.0 Raise course 31 4.00 27.0 0.9 22.2 0.0 28.0 50.2 Mezz+Low roof 52 17.00 27.0 1.7 22.2 0.0 28.7 51.0 Raise up fl 70 4.00 27.0 1.9 22.2 0.0 28.9 51.2 Column Line 7-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 71 4.00 37.9 0.1 25.1 0.0 38.0 63.1 Column Line 7-F Level CoW Lengtb Dead Self +Live -Live MinTot MaxTot Roof 33 17.00 26.4 4.0 21.8 0.0 30.4 52.2 Raise course 32 4.00 26.4 4.9 21.8 0.0 31.3 53.2 Mezz+Low roof 53 17.00 63.6 8.9 34.2 0.0 72.4 106.6 Raise up fl 72 4.00 110.4 9.8 77.9 0.0 120.2 198.1 Column Line 156.00ft-161.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 54 17.00 30.2 0.5 20.6 0.0 30.6 51.2 Raise up fl 73 4.00 46.7 0.6 42.7 0.0 47.3 89.9 Column Line 156.00ft-205.00ft Column Load Summarv RAM Steel vl4.04.05.00 Page 14/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 34 17.00 31.8 0.8 27.0 0.0 32.5 59.6 Raise course 33 4.00 31.8 0.9 27.0 0.0 32.7 59.8 Mezz+Low roof 55 17.00 31.8 1.7 27.0 0.0 33.5 60.5 Raise up fl 74 4.00 31.8 1.9 27.0 0.0 33.7 60.7 Column Line 7-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 35 17.00 10.2 0.5 6.6 0.0 10.7 17.2 Raise course 34 4.00 10.2 0.6 6.6 0.0 10.8 17.4 Mezz+Low roof 56 17.00 13.8 1.1 6.6 0.0 14.9 21.4 Raise up fl 148 4.00 47.4 1.2 27.4 0.0 48.6 75.9 Column Line 7-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 76 4.00 19.8 0.1 22.1 0.0 19.9 42.1 Column Line 171.00ft-56.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 91 12.00 0.8 0.3 0.0 0.0 1.2 1.2 Raise course 87 4.00 0.8 0.4 0.0 0.0 1.3 1.3 Column Line 6-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 57 17.00 15.5 0.5 6.0 0.0 16.0 22.0 Raise up fl 77 4.00 15.5 0.6 6.0 0.0 16.1 22.1 Column Line 182.00ft-56.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise course 86 4.00 0.0 0.1 0.0 0.0 0.1 0.1 Column Line 6-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 36 17.00 5.1 0.5 3.6 0.0 5.6 9.2 Raise course 35 4.00 5.1 0.6 3.6 0.0 5.7 9.3 Mezz+Low roof 58 17.00 20.3 1.1 8.5 0.0 21.3 29.8 Raise up fl 78 4.00 20.3 1.2 8.5 0.0 21.5 30.0 Column Load Summarv RAM Steel vl4.04.0S.00 Page 15/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 6-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 79 4.00 37.5 0.1 24.7 0.0 37.6 62.3 Column Line 6-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 59 17.00 36.9 4.0 27.8 0.0 40.8 68.6 Raise up fl 80 4.00 83.6 4.9 74.2 0.0 88.5 162.7 Column Line 182.00ft-161.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 60 17.00 30.2 0.5 20.6 0.0 30.6 51.2 Raise up fl 81 4.00 46.7 0.6 42.7 0.0 47.3 89.9 Column Line 6-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 37 17.00 9.2 0.5 6.6 0.0 9.6 16.2 Raise course 36 4.00 9.2 0.6 6.6 0.0 9.8 16.3 Mezz+Low roof 61 17.00 12.8 1.1 6.6 0.0 13.8 20.4 Raise up fl 149 4.00 46.4 1.2 27.4 0.0 47.5 74.9 Column Line 6-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 83 4.00 12.6 0.8 16.3 0.0 13.4 29.6 Column Line 5.5-A.5 Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise course 37 4.00 10.7 0.1 2.8 0.0 10.7 13.5 Column Line 5.5-A Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 39 17.00 7.8 0.3 5.0 0.0 8.1 13.1 Raise course 38 4.00 69.7 0.5 19.6 0.0 70.1 89.8 Mezz+Low roof 62 17.00 91.6 4.4 20.8 0.0 96.0 116.8 Raise up fl 84 4.00 91.6 5.3 20.8 0.0 96.9 117.7 Column Load Summarv RAM Steel vl4,04.05.00 Page 16/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 5.5-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 40 17.00 4.4 4.0 2.1 -0.9 7.4 10.4 Raise course 39 4.00 97.1 4.9 23.0 -0.5 101.5 125.0 Mezz+Low roof 63 17.00 160.3 8.9 29.4 -0.4 168.8 198.6 Raise up fl 85 4.00 160.3 9.8 29.4 -0.4 169.7 199.5 Column Line 5.5-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 41 17.00 9.2 4.0 4.2 0.0 13.1 17.3 Raise course 40 4.00 52.9 4.9 13.3 0.0 57.8 71.1 Mezz+Low roof 64 17.00 121.7 8.9 20.0 0.0 130.5 150.5 Raise up fl 86 4.00 121.7 9.8 20.0 0.0 131.4 151.4 Column Line 5-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 86 12.00 1.6 0.3 1.6 0.0 1.9 3.5 Raise course 41 4.00 1.6 0.4 1.6 0.0 2.0 3.6 Mezz+Low roof 65 17.00 71.7 3.7 13.8 0.0 75.5 89.3 Raise up fl 87 4.00 71.7 4.5 13.8 0.0 76.2 90.0 Column Line 5-A.5 Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 42 17.00 10.2 0.4 7.2 0.0 10.6 17.8 Raise course 42 4.00 34.1 0.4 10.9 0.0 34.5 45.4 Column Line 5-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 43 17.00 12.7 0.4 7.6 0.0 13.0 20.7 Raise course 43 4.00 32.7 0.5 10.4 0.0 33.2 43.6 Column Line 5-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 44 17.00 18.7 0.5 13.6 0.0 19.1 32.8 Raise course 44 4.00 18.7 0.6 13.6 0.0 19.3 32.9 Mezz+Low roof 66 17.00 41.1 1.1 13.5 0.0 42.1 55.7 Raise up fl 88 4.00 41.1 1.2 13.5 0.0 42.3 55.8 Column Load Summarv RAM Steel vl4.04.05.00 Page 17/26 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 5-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 89 4.00 34.7 0.1 15.3 0.0 34.8 50.1 Column Line 5-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 45 17.00 25.5 4.0 21.8 0.0 29.5 51.3 Raise course 45 4.00 25.5 4.9 21.8 0.0 30.4 52.3 Mezz+Low roof 67 17.00 61.7 8.9 34.2 0.0 70.6 104.8 Raise up fl 90 4.00 129.3 9.8 80.4 0.0 139.1 219.5 Column Line 208.00ft-161.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 68 17.00 30.2 0.5 20.6 0.0 30.6 51.2 Column Line 5-G Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 91 4.00 56.3 0.1 35.1 0.0 56.4 91.5 Column Line 5-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 92 4.00 52.5 0.1 20.8 0.0 52.6 73.4 Column Line 208.00ft-205.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 46 17.00 23.1 0.5 20.3 0.0 23.5 43.8 Raise course 46 4.00 23.1 0.6 20.3 0.0 23.7 43.9 Mezz+Low roof 69 17.00 23.1 1.1 20.3 0.0 24.1 44.4 Column Line 5-J Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 93 4.00 43.6 0.1 16.1 0.0 43.7 59.8 Column Line 5-K Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 18/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 47 17.00 9.2 0.5 6.6 0.0 9.6 16.2 Raise course 47 4.00 9.2 0.6 6.6 0.0 9.8 16.3 Mezz+Low roof 70 17.00 12.8 1.1 6.6 0.0 13.8 20.4 Raise up fl 150 4.00 56.6 1.2 32.2 0.0 57.8 90.0 Column Line 5-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 95 4.00 12.5 0.8 16.3 0.0 13.3 29.6 Column Line 4-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 85 12.00 1.7 0.3 1.8 -0.1 1.9 3.8 Raise course 48 4.00 1.7 0.4 1.8 -0.1 2.0 3.9 Mezz+Low roof 71 17.00 140.3 3.7 26.8 -0.0 144.0 170.8 Raise up fl 96 4.00 140.3 4.5 26.8 -0.0 144.8 171.6 Column Line 4-A.5 Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 48 17.00 13.5 4.0 8.8 0.0 17.5 26.3 Raise course 49 4.00 110.6 4.9 26.6 0.0 115.5 142.1 Column Line 4-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise course 50 4.00 151.7 0.3 37.7 0.0 152.0 189.7 Mezz+Low roof 72 17.00 234.9 1.4 43.4 0.0 236.2 279.6 Raise up fl 97 4.00 234.9 1.6 43.4 0.0 236.5 279.9 Column Line 4-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 49 17.00 12.6 4.0 8.3 0.0 16.5 24.8 Raise course 51 4.00 87.4 4.9 22.1 0.0 92.3 114.4 Mezz+Low roof 73 17.00 162.3 8.9 28.8 0.0 171.1 200.0 Raise up fl 98 4.00 162.3 9.8 28.8 0.0 172.1 200.9 Column Line 4-D Column Load Summarv RAM Steel v 14.04.05.00 Page 19/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof SO 17.00 11.6 4.0 7.4 0.0 15.5 22.9 Raise course 52 4.00 11.6 4.9 7.4 0.0 16.5 23.8 Mezz+Low roof 74 17.00 44.0 8.9 9.9 0.0 52.9 62.8 Raise up fl 99 4.00 44.0 9.8 9.9 0.0 53.8 63.8 Column Line 4-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 51 17.00 15.5 4.0 13.1 0.0 19.4 32.5 Raise course 53 4.00 15.5 4.9 13.1 0.0 20.4 33.5 Mezz+Low roof 75 17.00 64.0 8.9 35.1 0.0 72.8 107.9 Raise up fl 100 4.00 89.0 9.8 67.5 0.0 98.8 166.3 Column Line 4-G Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 52 17.00 4.5 4.0 3.4 0.0 8.4 11.8 Raise course 54 4.00 4.5 4.9 3.4 0.0 9.4 12.8 Mezz+Low roof 76 17.00 51.4 8.9 30.4 0.0 60.3 90.7 Raise up fl 101 4.00 106.8 9.8 79.3 0.0 116.6 195.8 Column Line 4-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 53 17.00 11.6 4.0 8.6 0.0 15.6 24.2 Raise course 55 4.00 11.6 4.9 8.6 0.0 16.5 25.1 Mezz+Low roof 77 17.00 51.3 8.9 28.3 0.0 60.1 88.5 Raise up fl 102 4.00 113.3 9.8 72.5 0.0 123.1 195.6 Column Line 4-J Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 54 17.00 6.8 4.0 5.9 0.0 10.8 16.6 Raise course 56 4.00 6.8 4.9 5.9 0.0 11.7 17.6 Mezz+Low roof 78 17.00 45.4 8.9 27.1 0.0 54.2 81.3 Raise up fl 103 4.00 106.4 9.8 71.4 0.0 116.2 187.5 Column Line 4-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 55 17.00 9.7 4.0 5.9 0.0 13.7 19.6 Raise course 57 4.00 9.7 4.9 5.9 0.0 14.6 20.5 Mezz+Low roof 79 17.00 41.9 8.9 19.9 0.0 50.8 70.7 Column Load Summarv RAM Steel vl4.04.05.00 Page 20/26 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Raise up fl 142 4.00 85.2 9.8 60.5 0.0 95.0 155.6 Column Line 4-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 105 4.00 19.7 0.1 22.1 0.0 19.8 41.9 Column Line 252.SOft-171.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 80 17.00 25.9 0.5 21.9 0.0 26.4 48.3 Column Line 252.50ft-197.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 81 17.00 37.6 0.5 28.5 0.0 38.1 66.6 Column Line 252.50ft-223.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 82 17.00 37.6 0.5 28.5 0.0 38.0 66.6 Column Line 3-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 84 12.00 1.8 0.3 1.8 0.0 2.1 3.9 Raise course 58 4.00 1.8 0.4 1.8 0.0 2.2 4.0 Mezz+Low roof 83 17.00 127.1 3.7 24.6 0.0 130.8 155.4 Raise up fl 106 4.00 127.1 4.5 24.6 0.0 131.6 156.1 Column Line 3-A.5 Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 56 17.00 13.5 4.0 8.8 0.0 17.5 26.3 Raise course 59 4.00 96.4 4.9 23.9 0.0 101.3 125.2 Column Line 3-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise course 60 4.00 118.1 0.3 30.7 0.0 118.4 149.1 Mezz+Low roof 84 17.00 182.2 1.4 35.9 0.0 183.6 219.4 Raise up fl 107 4.00 182.2 1.6 35.9 0.0 183.8 219.7 Column Load Summarv RAM Steel vl4.04.05.00 Page 21/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Column Line 3-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 57 17.00 12.6 4.0 8.3 0.0 16.5 24.8 Raise course 61 4.00 76.5 4.9 20.0 0.0 81.4 101.4 Mezz+Low roof 85 17.00 124.7 8.9 23.8 0.0 133.6 157.4 Raise up fl 108 4.00 124.7 9.8 23.8 0.0 134.5 158.3 Column Line 3-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 58 17.00 11.6 4.0 7.4 0.0 15.5 22.9 Raise course 62 4.00 11.6 4.9 7.4 0.0 16.5 23.9 Mezz+Low roof 86 17.00 44.0 8.9 9.9 0.0 52.9 62.8 Raise up fl 109 4.00 44.0 9.8 9.9 0.0 53.8 63.7 Column Line 3-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 59 17.00 16.9 4.0 14.6 0.0 20.9 35.4 Raise course 63 4.00 16.9 4.9 14.6 0.0 21.8 36.4 Mezz+Low roof 87 17.00 53.4 8.9 30.1 0.0 62.2 92.3 Raise up fl 110 4.00 91.1 9.8 67.3 0.0 100.9 168.2 Column Line 260.00ft-161.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 88 17.00 30.3 0.5 21.7 0.0 30.8 52.4 Column Line 3-G Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 111 4.00 72.1 0.2 58.5 0.0 72.3 130.9 Column Line 3-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 112 4.00 73.7 0.2 46.1 0.0 73.9 119.9 Column Line 260.00ft-205.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 60 17.00 23.4 0.5 20.3 0.0 23.9 44.2 Raise course 64 4.00 23.4 0.6 20.3 0.0 24.0 44.3 Column Load Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega= Building Code: IBC Page 22/26 3) 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Mezz+Low roof 89 17.00 23.4 1.1 20.3 0.0 24.5 44.8 Column Line 3-J Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 113 4.00 64.6 0.2 42.2 0.0 64.8 107.0 Column Line 3-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 61 17.00 10.3 4.0 6.6 0.0 14.3 20.9 Raise course 65 4.00 10.3 4.9 6.6 0.0 15.2 21.8 Mezz+Low roof 90 17.00 30.2 8.9 14.2 0.0 39.1 53.3 Raise up fl 143 4.00 71.9 9.8 45.5 0.0 81.7 127.2 Column Line 3-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 115 4.00 12.5 0.8 16.3 0.0 13.3 29.6 Column Line 2-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 83 12.00 1.8 0.5 1.8 0.0 2.3 4.2 Raise course 66 4.00 1.8 0.7 1.8 0.0 2.5 4.3 Mezz+Low roof 91 17.00 118.5 1.5 22.6 0.0 120.0 142.6 Raise up fl 116 4.00 118.5 1.7 22.6 0.0 120.2 142.8 Column Line 2-A.5 Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 62 17,00 9.1 0.6 7.0 0.0 9.7 16.7 Raise course 67 4.00 68.8 0.8 18.8 0.0 69.6 88.4 Column Line 2-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise course 68 4.00 86.3 0.3 24.4 0.0 86.5 110.9 Mezz+Low roof 92 17.00 182.9 1.4 38.0 0.0 184.2 222.2 Raise up fl 117 4.00 182.9 1.6 38.0 0.0 184.5 222.4 Column Line 2-C Column Load Summarv RAM Steel vl4.04.05.00 Page 23/26 DataBase: 13903 Regal Cinemas 12 at PCR-2l-SMF-only(Omega=3) 08/28/13 18:13:20 Building Code: IBC Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 92 17.00 8.4 0.8 6.6 0.0 9.2 15.8 Raise cotirse 69 4.00 55.1 1.0 15.8 0.0 56.1 71.9 Mezz+Low roof 93 17.00 89.6 1.9 18.6 0.0 91.4 110.0 Raise up fl 118 4.00 89.6 2.1 18.6 0.0 91.6 110.2 Column Line 2-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 64 17.00 10.5 0.6 7.4 0.0 11.1 18.5 Raise course 70 4.00 10.5 0.7 7.4 0.0 11.2 18.6 Mezz+Low roof 94 17,00 47.0 4.7 18.1 0.0 51.7 69.8 Raise up fl 119 4.00 47.0 5.6 18.1 0.0 52.7 70.7 Column Line 2-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 65 17.00 17.3 4.0 14.6 0.0 21.3 35.9 Raise course 71 4.00 17.3 4.9 14.6 0.0 22.2 36.8 Mezz+Low roof 95 17.00 53.7 8.9 30.1 0.0 62.6 92.7 Raise up fl 120 4.00 71.4 9.8 51.9 0.0 81.2 133.1 Column Line 286.00ft-161.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Mezz+Low roof 96 17.00 30.2 0.5 20.6 0.0 30.6 51.2 Raise up fl 121 4.00 46.9 0.6 42.7 0.0 47.5 90.1 Column Line 2-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 66 17.00 9.2 0.5 6.6 0.0 9.6 16.2 Raise course 72 4.00 9.2 0.6 6.6 0.0 9.8 16.3 Mezz+Low roof 97 17.00 12.8 1.1 6.6 0.0 13.8 20.4 Raise up fl 151 4.00 46.4 1.2 27.4 0.0 47.5 74.9 Column Line 2-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 123 4.00 12.5 0.8 16.1 0.0 13.3 29.4 Column Line 1.5-A.S Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 24/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 67 17.00 6.7 0.3 4.1 0.0 7.0 11.2 Raise course 73 4.00 35.0 0.4 9.1 0.0 35.4 44.5 Column Line 1.5-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 68 17.00 8.7 4.0 4.1 0.0 12.6 16.8 Raise course 74 4.00 56.9 4.9 16.7 0.0 61.8 78.5 Column Line 1.5-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 69 17.00 7.2 4.0 4.0 0.0 11.1 15.2 Raise course 75 4.00 41.1 4.9 16.0 0.0 46.0 62.0 Mezz+Low roof 108 17.00 77.5 5.7 41.8 0.0 83.2 125.0 Raise up fl 135 4.00 77.5 5.8 41.8 0.0 83.4 125,2 Column Line 298.00ft-87.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 78 12.00 1.4 0.3 1.4 0.0 1.8 3.2 Raise course 91 4.00 1.4 0.4 1.4 0.0 1.9 3.3 Column Line 1-AO Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 87 12.00 3.3 0.3 3.2 0.0 3.7 6.9 Raise course 88 4.00 3.3 0.4 3.2 0.0 3.8 7.0 Mezz+Low roof 98 17.00 47.6 4.4 8.2 0.0 52.0 60.2 Raise up fl 124 4.00 47.6 5.3 8.2 0.0 52.9 61.1 Column Line 1-B Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 80 12.00 3.4 0.3 3.4 0.0 3.8 7.2 Raise course 89 4.00 3.4 0.4 3.4 0.0 3.9 7.3 Mezz+Low roof 99 17.00 87.3 5.3 22.2 0.0 92.6 114.7 Raise up fl 125 4.00 87.3 6.4 22.2 0.0 93.7 115.9 Column Line 312.00ft-52.00ft Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 25/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 88 12.00 1.6 0.3 1.9 0.0 1.9 3.9 Raise course 76 4.00 16.5 0.4 10.1 0.0 16.9 27.1 Column Line 1-C Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 79 12.00 2.2 0.3 2.3 0.0 2.5 4.8 Raise course 77 4.00 18.4 0.5 7.6 0.0 18.8 26.4 Mezz+Low roof 100 17.00 51.6 4.4 22,0 0.0 56.1 78.1 Raise up fl 126 4.00 51.6 5.4 22.0 0.0 57.0 79.1 Column Line 312.00ft-87.00ft Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 77 12.00 1.6 0,3 1.4 0.0 1.9 3.3 Raise course 90 4.00 1.6 0.4 1.4 0.0 2.0 3.4 Column Line l-D Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 70 17.00 6.2 0.6 4.0 0.0 6.8 10.9 Raise course 78 4.00 6.2 0.7 4,0 0.0 6.9 11.0 Mezz+Low roof 101 17.00 34.0 4.7 17.3 0.0 38.6 55.9 Raise up fl 127 4.00 34.0 5,6 17.3 0.0 39.6 56.9 Column Line l-E Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 71 17.00 4.2 0.5 2.5 0.0 4.7 7.2 Raise course 79 4.00 4.2 0.6 2.5 0.0 4.8 7.3 Mezz+Low roof 102 17.00 7.8 1.1 2.5 0.0 8.9 11.4 Raise up fl 128 4.00 7.8 1.2 2.5 0.0 9.0 U.S Column Line 1-F Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 72 17.00 11.5 4.0 6.8 0.0 15.4 22.2 Raise course 80 4.00 11.5 4.9 6.8 0.0 16.4 23.1 Mezz+Low roof 103 17.00 42.9 8.9 19.4 0.0 51.8 71.2 Raise up fl 129 4.00 59.5 9.8 35.2 0.0 69.3 104.5 Column Line 1-G Column Load Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-2 l-SMF-only(Omega=3) Building Code: IBC Page 26/26 08/28/13 18:13:20 Steel Code: AISC 360-10 ASD Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 73 17.00 5.2 4.0 2.5 0.0 9.1 11.6 Raise course 81 4.00 5.2 4,9 2.5 0.0 10.1 12.6 Mezz+Low roof 104 17.00 20.8 8.9 9.3 0.0 29.6 38.9 Raise up fl 130 4.00 31.0 9.8 16.3 0.0 40.8 57.1 Column Line 1-H Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 74 17.00 14.7 0.5 9.1 0.0 15.2 24.3 Raise course 82 4.00 14.7 0.6 9.1 0.0 15.3 24.4 Mezz+Low roof 105 17.00 18.3 1.1 9.1 0.0 19.4 28.4 Raise up fl 131 4.00 18.3 1.2 9.1 0.0 19.5 28.5 Column Line l-J Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 75 17.00 9.1 0.5 5.6 0.0 9.6 15.2 Raise course 83 4.00 9.1 0.6 5.6 0.0 9.7 15.3 Mezz+Low roof 106 17.00 12.7 1.1 5.6 0.0 13.8 19.4 Raise up fl 132 4.00 12.7 1.2 5.6 0.0 13.9 19.5 Column Line 1-K Level CoW Length Dead Self +Live -Live MinTot MaxTot Roof 76 17.00 5.8 0.5 3.7 0.0 6.2 9.9 Raise course 84 4.00 5.8 0.6 3.7 0.0 6.3 10.1 Mezz+Low roof 107 17.00 9.3 1.1 3.7 0.0 10.4 14.1 Raise up fl 152 4.00 28.7 1.2 14.3 0.0 29.9 44.2 Column Line 1-L Level CoW Length Dead Self +Live -Live MinTot MaxTot Raise up fl 134 4.00 12.4 0.1 11.0 0.0 12.5 23.5 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 13-C Level Roof Raise course Mezz+Low roof Raise up fl 1ST CONC FL Pa Max May LC Interaction Eq. Angle 11.8 0.0 0.0 1 0.09 Eq (Hl-lb) 0.0 12.0 0.0 0.0 1 0.09 Eq (Hl-lb) 0.0 Fy Size 46 HSS 12X12X3/16 46 HSS 12X12X3/16 Frame Frame Frame Column Line 13-D Level Pa Max May Roof 36.8 22.7 0.6 Raise course 36.9 22.7 0.6 Mezz+Low roof 49.1 22.7 0.0 Raise up fl 49.2 22.7 0.0 1ST CONC FL LC Interaction Eq. Angle 10 0.81 Eq (Hl-la) 0.0 10 0.81 Eq (Hl-la) 0.0 1 0.94 Eq (Hl-la) 0.0 1 0.94 Eq (Hl-la) 0.0 Fy Size 46 HSS12X12X3/16 46 HSS12X12X3/16 46 HSS 12X12X3/16 46 HSS12X12X3/16 Other Column Line 13-E Level Pa Max May Roof 6.7 0.0 0.0 Raise course 6.9 0.0 0.0 Mezz+Low roof 18.4 0.0 0.0 Raise up fl 18.6 0.0 0.0 1ST CONCFL LC Interaction Eq. Angle 1 0.08 Eq (Hl-lb) 0.0 1 0.08 Eq (Hl-lb) 0.0 1 0.21 Eq (Hl-la) 0.0 1 0.21 Eq (Hl-la) 0.0 Fy Size 46 HSS12X12X3/16 46 HSS12X12X3/16 46 HSS12X12X3/16 46 HSS12X12X3/16 Other Column Line 13-H Level Pa Max May Roof 16.1 2.9 0.0 Raise course 16.2 2.9 0.0 Mezz+Low roof 29.4 2.9 3.3 Raise up fl 64.3 7.3 13.7 1ST CONC FL LC Interaction Eq. Angle 1 0.17 Eq (Hl-lb) 0.0 1 0.17 Eq (Hl-lb) 0.0 1 0.41 Eq (Hl-la) 0.0 1 0.81 Eq (Hl-la) 0.0 Fy Size 46 HSS12X12X3/16 46 HSS 12X12X3/16 46 HSS12X12X3/16 46 HSS12X12X3/16 Other Column Line 13-J Level Pa Max May Roof 16.2 2.9 0.0 Raise course 16.3 2.9 0.0 Mezz+Low roof 29.4 2.9 0.0 Raise up fl 29.5 2.9 0.0 1ST CONCFL LC Interaction Eq. Angle 1 0.18 Eq (Hl-lb) 0.0 1 0.18 Eq (Hl-lb) 0.0 1 0.38 Eq (Hl-la) 0.0 1 0.38 Eq (Hl-la) 0.0 Fy Size 46 HSS 12X12X3/16 46 HSS12X12X3/16 46 HSS12X12X3/16 46 HSS 12X12X3/16 Other Column Line 13-K Level Roof Raise course Pa Max May LC Interaction Eq, Angle 9.9 2.2 4.6 1 0.17 Eq (Hl-lb) 0.0 10.1 2.2 4.6 1 0.17 Eq (Hl-lb) 0.0 Fy Size 46 HSS 12X12X3/16 46 HSS12X12X3/16 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 2/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Mezz+Low roof 18.7 2.6 2.5 Raise up fl 39.4 11.1 0.7 1ST CONC FL 1 0.17 Eq (Hl-lb) 0.0 1 0.48 Eq (Hl-la) 0.0 46 HSS12X12X3/16 46 HSS12X12X3/16 Other Column Line 13-L' Level Raise up fl 1ST CONC FL Pa Max May LC Interaction Eq. Angle 29.0 12.0 1.2 1 0.63 Eq (Hl-la) 0.0 29.4 12.0 1.2 1 0.60 Eq (Hl-la) 0.0 Fy Size 46 HSS6X6X3/8 50 HSS6X6X3/8 Column Line 4-50ft-145.00ft Level Pa Max Raise up fl 4.2 0.6 May LC Interaction Eq. Angle 0.7 12 0.05 Eq (Hl-lb) 0.0 Fy Size 46 HSS6X6X5/16 Column Line 8.00ft-71.50ft Level Pa Max Raise up fl 5.4 2.3 May LC Interaction Eq. Angle 0.1 1 0.09 Eq (Hl-lb) 0.0 Fy Size 46 HSS6X6X5/16 Column Line 8.00ft-76.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 7.1 3.1 0.1 1 0.12 Eq (Hl-lb) 0.0 46 HSS6X6X5/16 Column Line 12.7-D Level Raise up fl Pa Max May LC Interaction Eq. Angle Fy Size 22.8 4.2 6,2 1 0.40 Eq (Hl-lb) 0.0 46 HSS6X6X5/16 Column Line 8.00ft-l 17.00ft Level Pa Max Raise up fl 22.6 4.1 May LC Interaction Eq. Angle 6.2 1 0.40 Eq (Hl-lb) 0.0 Fy Size 46 HSS6X6X5/16 Column Line 8.67ft-0.00ft Level Pa Max May Mezz+Low roof 10.9 0.0 0.0 Raise up fl 11.1 0.0 0.0 LC Interaction Eq. Angle 1 0.06 Eq (Hl-lb) 0.0 1 0.06 Eq (Hl-lb) 0.0 Fy Size 46 HSS8X8X3/8 46 HSS8X8X3/8 Column Line 10.00ft-133.00ft Level Pa Max Raise up fl 7.6 3.2 May LC Interaction Eq. Angle 0.3 1 0.13 Eq (Hl-lb) 0.0 Fy Size 46 HSS6X6X5/16 Column Line 14.50ft-145.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 12.5 3.6 1.1 14 0.19 Eq (Hl-lb) 0.0 46 HSS6X6X5/16 Gravity Column Design Summarv RAM Steel V 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 3/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 12-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 11.4 2.8 2.9 6 0.16 Eq (Hl-lb) 90.0 46 HSS12X12X3/16 Raise up fl 11.6 2.8 2.9 6 0.16 Eq (Hl-lb) 90,0 46 HSS12X12X3/16 Column Line 12-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 17.2 0,0 0.6 1 0.09 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Raise course 17.4 0.0 0.6 1 0.09 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Mezz+Low roof 35.2 0.0 2.7 1 0.19 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Raise up fl 61.1 0.0 11.3 1 0.48 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 12-D Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 60.0 5.7 9.7 17 0.67 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 12-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 65.3 7.7 12.8 6 0.82 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 12-F Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 83.8 7.9 24.2 17 0.72 Eq (Hl-la) 0.0 46 HSS8X8X3/8 IST CONC FL Other Column Line 12-F.3 Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 27.4 1.5 11.2 12 0.42 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Column Line 12-G Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 61.4 9.6 7.7 8 0.51 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise up fl 160.3 4.6 9.1 14 0.75 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 12-H Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 71.0 9.1 20.6 8 0.64 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 4/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 12-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 14.1 6.6 0.0 8 0.20 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 14.2 6.6 0.0 8 0.20 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Mezz+Low roof 19.0 0.0 0.0 1 0.20 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise up fl 52.6 3.0 0.0 8 0.42 Eq (Hl-la) 0.0 46 HSS12X12X3/16 1ST CONC FL Other Column Line 11.9-L' Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 33.5 12.4 2.9 1 0.73 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL 34.0 12.4 2.9 1 0.70 Eq (Hl-la) 0.0 SO HSS6X6X3/8 Column Line 11.3-G Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 25.6 1.6 4.6 14 0.31 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise course 25.7 1.6 4.6 14 0.31 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Column Line 11.3-H Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 44.0 0.9 10.0 1 0.75 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise course 44.1 0.9 10.1 1 0.76 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Mezz+Low roof 44.7 1.0 10.2 1 0.77 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Column Line ll-B Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 32.8 6.4 1.5 14 0.39 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 32.9 4.2 1.0 14 0.48 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 11-D Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 96.2 21.2 12.5 17 0.79 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 11-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 87.1 16.0 12.2 14 0.68 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 11-F Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 43.0 9.6 5.4 12 0.43 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 5/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Raise course 43.1 9.6 5.4 12 0.43 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Mezz+Low roof 87.7 5.8 6.4 1 0.57 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise up fl 156.5 4.9 9.9 17 0.75 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 11-G Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 81.2 15.0 13.1 12 0.75 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise up fl 164.4 4.4 12.0 17 0.80 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 11-H Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 83.8 16.9 19.8 12 0.78 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 11-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 22.8 12.7 1.0 12 0.47 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise course 22.9 12.7 1.0 12 0.47 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Mezz+Low roof 27.6 0.7 1.0 4 0.31 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 76.0 3.0 9.5 12 0.75 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 1ST CONC FL Other Column Line 11-L Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 34.3 3.6 8.0 8 0.23 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 1ST CONC FL 40.1 0.0 0.0 1 0.18 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Column Line 10.3-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 44.9 22.7 0.0 12 0.74 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise course 45.0 22.7 0.0 12 0.74 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 99.3 0.0 0.0 1 0.75 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Column Line 10.3-E Level Pa Max May LC Interaction Eq, Angle Fy Size Mezz+Low roof 71.4 0.0 0.0 1 0.54 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Column Line 10-D Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 133.3 55.6 11.4 16 0.92 Eq (Hl-la) 0.0 46 HSS10X10X3/8 1ST CONC FL Other fl RAM Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas Building Code: IBC 2 at PCR-23-SMF-only Page 6/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 10-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 139.3 26.9 19.1 16 0.76 Eq (Hl-la) 0.0 46 HSS10X10X3/8 1ST CONC FL Other Column Line 10-F Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 55.0 12.3 15.8 12 0.63 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise up fl 148.4 7.4 17.9 10 0.86 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 10-G Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 68.6 4.6 16.6 8 0.60 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise up fl 156.0 4.8 13.0 16 0.79 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONCFL Otiier Column Line 10-H Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 63.7 2.1 19.8 8 0.85 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 10-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 7.3 0.0 1.1 1 0.08 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 7.4 0.0 1.1 1 0.08 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 11.5 0.0 1.1 1 0.12 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise up fl 60.8 3.0 10.1 8 0.65 Eq (Hl-la) 0.0 46 HSS12X12X3/16 1ST CONC FL Other Column Line 10-L Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 36.1 3.2 8.5 8 0.24 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 1ST CONC FL 42.5 0.0 0.0 1 0.20 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Column Line 94.00ft-93.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 41.9 16.6 3.6 2 0.43 Eq (Hl-la) 0.0 46 HSS12X12X1/4 Raise course 42.0 16.6 3.6 2 0.43 Eq (Hl-la) 0.0 46 HSS12X12X1/4 Mezz+Low roof 93.7 1.4 1.1 4 0.46 Eq (Hl-la) 0.0 46 HSS12X12X1/4 Raise up fl 130.2 4.5 3.1 10 0.56 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Gravitv Column Design Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 7/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 94.00ft-l 19.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 54.4 3.5 11.7 10 0.67 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 94.00ft-145.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 46.2 6.1 25.5 6 0.89 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 9-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 13.3 2.4 2.7 12 0.15 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 13.4 2.4 2.7 12 0.15 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Mezz+Low roof Frame Raise up fl Frame 1ST CONC FL Frame Column Line 9-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 115.7 29.6 24.6 12 0.88 Eq (Hl-la) 0.0 46 HSS8X8X1/2 1ST CONC FL Other Column Line 9-L Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 36.1 3.2 8.5 8 0.24 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 1ST CONCFL 42.6 0.0 0.0 1 0.20 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Column Line 8.5-G Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 31.1 2.9 7.0 10 0.58 Eq (Hl-la) 0.0 46 HSS6X6X5/16 Column Line 8.5-H Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 40.0 4.0 3.2 6 0.59 Eq (Hl-la) 0.0 46 HSS6X6X5/16 Column Line 8.5-J Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 40.0 4.0 3.3 10 0.59 Eq (Hl-la) 0.0 46 HSS6X6X5/16 Column Line 8-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 14.6 2.7 2.2 8 0.15 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise up fl 14.7 2.7 2.2 8 0.15 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 8/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 8-E Level Raise up fl 1ST CONC FL Pa Max May LC Interaction Eq. Angle 61.2 1.1 19.7 12 0.81 Eq (Hl-la) 0.0 Fy Size 46 HSS6X6X3/8 Other Column Line 8-F.7 Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 44.0 5.3 7.9 12 0.56 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 8-G Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 108.6 25.0 34.8 6 0.79 Eq (Hl-la) 0.0 46 HSS 10X10X3/8 1ST CONC FL Other Column Line 8-H Levei Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 69.9 30.0 0.9 6 0.65 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 8-J Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 69.9 30.0 0.9 6 0.65 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 8-L Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 36.2 3.2 8.5 8 0.24 Eq (Hl-lb) 0,0 46 HSS8X8X3/8 1ST CONC FL 42.6 0.0 0.0 1 0.20 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Column Line 140.10ft-37.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 6.8 2.1 2.5 1 0,11 Eq (Hl-lb) 0.0 50 HSS 12X12X3/16 Raise course 6.9 2.1 2.5 1 0.11 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Column Line 7-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 15.4 3.5 2.2 10 0.17 Eq (Hl-lb) 90.0 46 HSS12X12X3/16 Raise up fl 15.5 3.5 2.2 10 0.17 Eq (Hl-lb) 90.0 46 HSSI2X12X3/I6 Column Line 7-A.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 7.2 2.1 2.8 1 0.11 Eq (Hl-lb) 0.0 50 HSS 12X12X3/16 Raise course 7.3 2.1 2.8 1 O.ll Eq (Hl-lb) 0.0 50 HSS12X12X3/16 Gravitv Column Design Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 9/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 7-B Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 79.6 22.2 0.9 15 0.74 Eq (Hl-la) 0.0 46 HSS8X8X3/8 Raise up fl 79.7 22.2 0.9 15 0.74 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 7-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 53.0 3.6 1.9 1 0.49 Eq (Hl-la) 0.0 46 HSS 10X10X3/8 Raise course 53.1 3.6 1.9 I 0.49 Eq (Hl-la) 0.0 46 HSS I OX 10X3/8 Mezz+Low roof 53.9 3.6 1.9 1 0.50 Eq (Hl-la) 0.0 46 HSS I OX 10X3/8 Raise up fl 54.1 3.6 1.9 I 0.50 Eq (Hl-la) 0.0 46 HSS 10X10X3/8 1ST CONC FL Other Column Line 7-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 60.7 1.1 19.6 12 0.81 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 7-F.7 Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 44.0 5.1 8.0 8 0.56 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 84.1 3.4 9.0 8 0.81 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 7-H.3 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 61.3 0.7 1.1 1 0.53 Eq (Hl-la) 0.0 46 HSS10X10X3/8 Raise course 61.5 0.7 l.l 1 0.53 Eq (Hl-la) 0.0 46 HSS 10X10X3/8 Mezz+Low roof 62.3 0.7 l.l I 0.54 Eq (Hl-la) 0.0 46 HSS10X10X3/8 Raise up fl 62.4 0.7 1.1 1 0.54 Eq (Hl-la) 0.0 46 HSS I OX 10X3/8 Column Line 7-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 17.2 0.7 2.9 I 0.18 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 17.4 0.7 2.9 1 0.18 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 21.4 0.7 2.9 2 0.28 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 70.7 3.0 10.1 8 0.72 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 1ST CONC FL Other Column Line 7-L Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 36.2 3.2 8.5 8 0.24 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 1ST CONC FL 42.6 0.0 0.0 I 0.20 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only ] Building Code: IBC Page 10/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 171.00ft-56.00ft Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 4.8 1.8 1.3 1 0.08 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 4.9 1.8 1.3 I 0.08 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Column Line 6-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 19.0 2.4 5.9 6 0.23 Eq (Hl-lb) 90.0 46 HSS12X12X3/16 Raise up fl 19.1 2.4 5.9 6 0.23 Eq (Hl-lb) 90.0 46 HSS 12X12X3/16 Column Line 6-B.5 Level Pa Max May LC Interaction Eq. Angle Fy Size Raise course 0.1 0.0 0.0 1 0.00 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Column Line 6-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 10.8 5.6 1.9 3 0.19 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 10.9 5.6 1.9 3 0.19 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 32.3 5.5 0.0 1 0.35 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise up fl 32.5 4.9 0.0 I 0.12 Eq (Hl-lb) 0.0 46 HSS I OX 10X3/8 1ST CONCFL Other Column Line 6-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 60.1 l.l 19.4 12 0.80 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 6-F.7 Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 44.0 5.1 8.0 8 0.56 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise up fl 84.1 3.4 9.0 8 0.81 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 6-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 16.2 0.0 2.9 1 0.17 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 16.3 0.0 2.9 I 0.17 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 20.4 0.7 2.9 2 0.27 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise up fl 69.7 3.0 lO.l 8 0.72 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 1ST CONC FL Other Column Line 5.5-A.05 Level Pa Max May LC Interaction Eq. Angle Fy Size Raise course 13.5 5.0 1.2 I 0.29 Eq (Hl-lb) 0.0 46 HSS6X6X1/4 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 11/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 5.5-A Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 12.3 3.0 4.3 5 0.36 Eq (Hl-lb) 0.0 46 HSS6X6X1/4 Raise course 89.3 17.4 24.9 10 0.84 Eq (Hl-la) 0.0 46 HSS12X12XI/4 Mezz+Low roof Frame Raise up fl Frame 1ST CONC FL Frame Column Line 5-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 3.7 2.1 0.3 1 0.06 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 3.8 2.1 0.3 1 0.06 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Mezz+Low roof Frame Raise up fl Frame Column Line 5-A.05 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 16.6 2.6 2.2 8 0.23 Eq (Hl-lb) 0.0 46 HSS6X6X5/16 Raise course 43.9 3.6 0.0 8 0.44 Eq (Hl-la) 0.0 46 HSS6X6XI/4 Column Line 5-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 21.1 1.8 1.6 6 0.30 Eq (Hl-la) 0.0 46 HSS6X6X5/16 Raise course 44.1 2.9 0.0 8 0.34 Eq (Hl-la) 0.0 46 HSS6X6XS/16 Column Line 5-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 32.3 10.4 3.0 12 0.48 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise course 32.4 10.4 3.0 12 0.48 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Mezz+Low roof 52.0 3.1 3.3 1 0.52 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 52.2 2.7 2.9 1 0.19 Eq (Hl-lb) 0.0 46 HSS10X10X3/8 Column Line 5-E Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 50.1 4.8 18.1 1 0.81 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 5-F.7 Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 45.0 5.7 9.3 12 0.60 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 5-G Level Pa Max May LC Interaction Eq. Angle Fy Size Gravitv Column Design Summarv RAM Steel vl4.04.0S.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 12/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Raise up fl 87.3 7.7 25.4 6 0.74 Eq (Hl-la) 0.0 46 HSS8X8X3/8 1ST CONC FL Other Column Line 5-H Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 71.0 5.9 14.6 10 0.85 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 5-H.3 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 38.1 14.0 2.5 15 0.67 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise course 38.2 14.0 2.5 15 0.67 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Mezz+Low roof 38.7 14.0 2.5 15 0.68 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 5-J Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 56.7 6.1 7.9 6 0.62 Eq (Hl-la) 0.0 46 HSS6X6X3/8 1ST CONC FL Other Column Line 5-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 16.2 0.0 2.9 I 0.17 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 16.3 0.0 2.9 I 0.17 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 20.4 l.l 2.9 3 0.28 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise up fl 72.6 4.6 7.2 15 0.71 Eq (Hl-la) 0.0 46 HSS12X12X3/16 1ST CONC FL Frame Column Line 4-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 6.2 0.0 0.0 1 0.05 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 6.3 0.0 0.0 1 0.05 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof Frame Raise up fl Frame Column Line 4-B Level Pa Max May LC Interaction Eq. Angle Fy Size Raise course 177.7 7.8 28.3 6 0.58 Eq (Hl-la) 0,0 50 W12X65 Mezz+Low roof Frame Raise up fl Frame 1ST CONC FL Frame Column Line 4-L Level Pa Max May LC Interaction Eq. Angle Fy Size Raise up fl 36.1 3.2 8.5 8 0.24 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Gravitv Column Design Summary RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-onIy Building Code: IBC Page 13/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD 1ST CONC FL 42.5 0.0 0.0 Column Line 3.3-G Level Pa Max May Mezz+Low roof 43.6 6.6 15.5 Column Line 3.3-H Level Pa Max May Mezz+Low roof 55.8 4.6 12.3 Column Line 3.3-J Level Pa Max May Mezz+Low roof 55.7 7.7 9.1 Column Line 3-AO Level Pa Max May Roof 6.2 0.0 0.0 Raise course 6.3 0.0 0.0 1 0.20 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Mezz+Low roof Raise up fl 0.0 46 HSS12X12X3/16 Fy Size 46 HSS 12X12X3/16 Fy Size 46 HSS12X12X3/16 Fy Size 46 HSS 12X12X3/16 46 HSS 12X12X3/16 Frame Frame Column Line 3-B Level Raise course Mezz+Low roof Raise up fl 1ST CONCFL Pa Max May LC Interaction Eq. Angle 136.0 2.4 22.5 14 0.44 Eq (Hl-la) 0.0 Fy Size 50 W12X65 Frame Frame Frame Column Line 3-F.7 Level Pa Max Mezz+Low roof 45.5 5.1 May LC Interaction Eq. Angle 9.2 12 0.59 Eq (Hl-la) 0.0 Fy Size 46 HSS12X12X3/16 Column Line 3-G Level Raise up fl 1ST CONC FL Pa Max May LC Interaction £q. Angle 123.3 29.1 34.1 6 0.86 Eq (Hl-la) 0.0 Fy Size 46 HSS 10X10X3/8 Other Column Line 3-H Level Raise up fl 1ST CONC FL Pa Max May LC Interaction Eq. Angle 115.2 34.6 23.5 10 0.80 Eq (Hl-la) 0.0 Fy Size 46 HSS 10X10X3/8 Other Gravitv Column Design Summarv RAM Steel v 14.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 14/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 3-H.3 Level Roof Raise course Mezz+Low roof Pa Max May LC Interaction Eq. Angle Fy Size 40.9 12.5 1.8 14 0.66 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 41.0 12.5 1.8 14 0.67 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 41.5 12.5 1.8 14 0.67 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 3-J Level Raise up fl 1ST CONC FL Pa Max May LC Interaction Eq. Angle Fy 100.9 35.6 13.6 6 0.68 Eq (Hl-la) 0.0 46 Size HSS 10X10X3/8 Other Column Line 2-AO Level Pa Max May LC Roof 5.5 0.6 53.7 9 Raise course 5.7 0.6 53.7 9 Mezz+Low roof Raise up fl 0.68 Eq (Hl-lb) 0.68 Eq (Hl-lb) Angle 0.0 0.0 Fy Size 46 HSS 12X12X1/4 46 HSS 12X12X1/4 Frame Frame Column Line 2-A.05 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 15.5 4.5 6.5 12 0.17 Eq (Hl-lb) 0.0 46 HSS12X12X1/4 Raise course 87.3 6.0 27.0 12 0.73 Eq (Hl-la) 0.0 46 HSS12X12X1/4 Column Line 2-B Level Pa Max May LC Interaction Eq. Angle Fy Size Raise course 110.9 16.2 28.1 3 0.43 Eq (Hl-lb) 90.0 SO W12X65 Mezz+Low roof Frame Raise up fl Frame 1ST CONC FL Frame Column Line 2-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 14.6 4.2 3.5 ll 0.11 Eq (Hl-lb) 90,0 50 W10X49 Raise course 70.9 17.5 4.5 10 0.26 Eq (Hl-lb) 90.0 50 W10X49 Mezz+Low roof 93.4 0.0 0.5 1 0.45 Eq (Hl-la) 90.0 SO W10X49 Raise up fl 93.6 0.0 0.5 1 0.45 Eq (Hl-la) 90,0 SO W10X49 1ST CONC FL Frame Column Line 2-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 16.9 1.4 3.1 12 0.11 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Raise course 17.0 1.4 3.1 12 O.ll Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Mezz+Low roof Raise up fl Frame Frame Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 15/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD 1ST CONCFL Frame Column Line 2-F.7 Level Pa Max May LC Interaction Eq. Angle Fy Size Mezz+Low roof 44.0 5.2 8.0 8 0.56 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 84.7 2.3 6.1 8 0.57 Eq (Hl-la) 0.0 50 HSS6X6X3/8 Column Line 2-K Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 16.2 0.0 2.9 1 0.17 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 16.3 0.0 2.9 I 0.17 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 20.4 0.7 2.9 2 0.27 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 69.7 3.0 lO.l 8 0.72 Eq (Hl-la) 0.0 46 HSS12X12X3/16 1ST CONC FL Other Column Line 1.5-A.05 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof lO.l 0.9 2.3 12 0.18 Eq (Hl-lb) 0.0 46 HSS6X6XI/4 Raise course 44.5 4.7 14.6 I 0.64 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 1.5-C.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 4.9 1.5 1.7 I 0.08 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 5.0 1.5 1.7 I 0.08 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Column Line 1-AO Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 9.6 1.9 4.7 1 0.16 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 9.8 1.9 4.7 I 0.16 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Mezz+Low roof Frame Raise up fl Frame Column Line 1-B Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 9.0 1.9 3.0 6 0.13 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 9.1 1.9 3.0 6 0.13 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof Frame Raise up fl Frame Column Line 1-B.4 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 5.1 2.3 1.8 1 0.10 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 28.3 4.4 3.5 1 0.48 Eq (Hl-la) 0.0 46 HSS6X6XI/4 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 16/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Column Line 1-C Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 6.1 1.6 0.8 10 0.07 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 28.2 11.3 5.0 4 0.31 Eq (Hl-lb) 90.0 50 W10X33 Mezz+Low roof Frame Raise up fl Frame Column Line 1-C.8 Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 5.4 1.5 1.3 I 0.07 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 5.5 1.5 1.3 1 0.07 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Column Line l-D Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 11.3 3.9 1.3 10 0.11 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Raise course 11.4 5.1 1.7 10 0.18 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Mezz+Low roof Frame Raise up fl Frame Column Line l-E Level Pa Max May LC Interaction Eq. Angle Fy Size Roof 7.2 0.0 0.0 1 0.08 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course 7.3 0.0 0.0 1 0.08 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Mezz+Low roof 11.4 0.0 0.0 I 0.13 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise up fl 11.5 0.0 0.0 I 0.13 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Column Line 1-H Level Pa Max May LC Interaction Eq, Angle Fy Size Roof 23.6 0.0 13.3 10 0.49 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Raise course 23.8 0.0 13.3 10 0.49 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Mezz+Low roof 28.4 0.0 0.0 I 0.32 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 28.5 0.0 0.0 1 0.32 Eq (Hl-la) 0.0 46 HSS 12X12X3/16 Column Line l-J Level Pa Max May LC Interaction Eq, Angle Fy Size Roof 14.5 0.0 6.9 6 0.21 Eq (Hl-lb) 0.0 46 HSS 12X12X3/16 Raise course 14.6 0.0 6.9 6 0.21 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Mezz+Low roof 19.4 0.0 0.0 I 0.22 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Raise up fl 19.5 0.0 0.0 1 0.22 Eq (Hl-la) 0.0 46 HSS12X12X3/16 Column Line 1-K Level Pa Max May LC Interaction Eq, Angle Fy Size Roof 9.9 4.6 2.2 1 0.17 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Raise course lO.l 4.6 2.2 1 0.17 Eq (Hl-lb) 0.0 46 HSS12X12X3/16 Gravitv Column Design Summarv RAM Steel vl4.04.05.00 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-only Building Code: IBC Page 17/17 09/05/13 17:03:31 Steel Code: AISC 360-10 ASD Mezz+Low roof 14.1 2.6 1.4 1 Raise up fl 44.2 I l.l 6.1 1 1ST CONCFL 0.13 Eq (Hl-lb) 0.0 46 0.60 Eq (Hl-la) 0.0 46 HSS12X12X3/16 HSS12X12X3/16 Other Column Line 1-L Level Raise up fl 1ST CONC FL Pa Max May LC Interaction Eq, Angle Fy Size 23.5 6.8 5.8 1 0.23 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 24.1 0.0 0.0 I 0.11 Eq (Hl-lb) 0.0 46 HSS8X8X3/8 Tel: (626) 448-8182 ANF & ASSOCIATES F«: (626) 448-805)2 Consultmg Stmctuial Engmeen E^='°fl<»8@P«cbelU.et 9420 Telftar Avenue, Suite 118, El Moote, CA 91731 JO. Nailii BY l/^'H- DATE SH.. -OF. 0 /I/,-. A/ 1^ —- u 4 ( |0 /P . 1=) Cf. V C 7/D,H.5> C ^/6,H.J) CA o / 7. 5^- •/'•?Afr..<?/.^.^/ (\o/rH),CB/i-i ^'.^'^C^/^) .a-A,^,.j;|HS!> ^''t jSiliHi-.-i-^'^ ihl^^All .._ CB/^ -3,4) c >1 V- 1) B 3 o I? (7 A/ 1^ {2. (2)- ^4 ..4.— A A A A ANF & Associaies Consulting Structural Engineers Engineer: Vicky Liu Project Westfield Carlsbad, Regal Cinemas 12 at PCR Location 2525 El Camino Reai #100, Carlsbad, CA For Westfield Design & Construction Job No.: Date: Page: 13903 09/08/13 BP- For column (13/D,E,H, J) Critical Pc= Base Plate for (K/1,2,5,6,7,10,11,12) (1/D,E,H,J) 80 kip bf= 3 ksi 36 ksi Req. HSS14X14 fc'= Fy= A1>=P/0.7/fc'= Design base plate concrete base Allow Fp =min( 0.35*fc"'(/V2/A1 r0.5,0.7fc')= Act. fp=P/A1 = m=(N-0.95*d)/2= n=(B-0.95*bf)/2= tp=2''max(m,n)(fp/Fy)'^0.5= B=N= B'=N'= 38.1 in'^a, 20 in, 24 in. 14 in, Req: A1 = A2= 1.26 ksi 0.20 ksi 3.35 in 3.35 in 0.50 in 14 in. B=N= 6.2 in 400 m"! 576 in'^a O.K. Design 1/2 in, plate O.K. For column (BETWEEN 13~12/C~L') (10/H) Critical Base Plate for Pc= 73 kip HSS 6x6 fc'= Fy= Req. A1>=P/0.7/fc'= Design base plate concrete base (E/5,6,7,8) (6/C) bf= (5/D,H,J) 3 ksi 36 ksi B=N= B'=N'= 34.8 in-^a, 12 in, 16 in, Allow Fp =min( 0.35*fc'*(/^/A1)'^0.5,0.7fc')= Act. fp =P/A1= m=(N-0.95*d)/2= n=(B-0.95*bf)/2= tp=2*max(nn ,n)(fp/Fy)^0.5= 6 in. Req; A1 = A2= 1.40 ksi 0.51 ksi 3.15 in 3.15 in 0.75 in d= 6 in, B=N= 5.9 in 144 in^2 256 in^2 O.K. Design 3/4 in, plate O.K. ANF & Associates Consulting Structural Engineers Engineer: Vicky Uu Project Westfield Carlsbad, Regal Cinemas 12 at PCR Location 2525 El Camino Real #100, Carlsbad. CA For Westfield Design & Construction Job No.: Date: Page: 13903 09/08/13 BP- Forcolumn (12/C,D,E,F,G,H,K) (11/D.E,F,G,H) Critical Pc= 165 kip Base Plate for HSS 8x8 fc'= 3 ksi Fy= 36 ksi Req. A1>=P/0.7/fc'= Design base plate B=N= concrete base 8'=N'= Allow Fp =min( 0.35*fc'*(A2/A1 )'^0.5,0.7fc')= Act. fp=P/A1 = m=(N-0.95*d)/2= n=(B-0.95*bf)/2= tp=2*max(m,n)(fp/Fy)^0.5= (L/1,4,7, 8, 9,10,11) (10/F,G) {9/E,L) bf= 8 in, d= (8/, H,J) (5/G) (AO/6,7,8,12,12.7) 8 in. (F.8/7,6,2) 78.6 in''2, Req: B=N= 14 in, A1= 196 in'^2 18 in, /\2= 324 in'^2 1.35 ksi 0.84 ksi O.K. 3.2 in 3.2 in 0.98 in Design 1 8.9 in in, plate O.K. For column {10/D,E) (9.4/C) (8/G) (7/D, H.3) {3/G,H,J) (2/aO) Critical Base Plate for Req. Pc= 200 kip HSS 10X10 fc'= Fy= A1>=P/0.7/fc'= bf= 10 in. 3 ksi 36 ksi Design base plate concrete base Allow Act. B=N= B'=N'= 95.2 in'^2, 16 in, 20 in. Fp =min{ 0.35*fc'*(A2/A1)'^0.5,0.7fc')= fp=P/A1 = m=(N-0.95*d)/2= n=(B-0.95*bf)/2= tp=2*max(m,n)(fp/Fy)''0.5= Req: A1 = Al= 1.31 ksi 0.78 ksi 3.25 in 3.25 in 0.96 in 10 in, B=N= 9.8 in 256 in''2 400 in''2 O.K. Design 1 in, plate O.K. ANF & Associates Consulting Structural Engineers Engineer: Vicky Liu Project Westfield Carlsbad, Regal Cinemas 12 at PCR Location 2525 El Camino Real #100, Carlsbad, CA For Westfield Design & Construction Job No.: Date: Page: 13903 09/08/13 BP- For column (10/D,E) Critical Base Plate for Req. bf= 3 ksi 36 ksi Pc= 250 kip HSS 12x12 fc"= Fy= A1>=P/0.7/fc'= Design base plate concrete base Allow Fp =min( 0.35*fc'*(/s^/A1)'^0.5,0.7fc')= Act. fp=P/A1 = m=(N-0.95*d)/2= n=(B-0.95*bf)/2= tp=2*max(m,n)(fp/Fy)'^0.5= B=N= B'=N'= 119.0 in'^2, 18 in. 22 in, 12 in. Req: A1 = A2= 1.28 ksi 0.77 ksi 3.3 in 3.3 in 0.97 in d= 12 in, B=N= 10.9 in 324 in'^2 484 ^^^2 O.K. Design in, plate O.K. ANF & Associates Consulting Structural Engineers Engineer: Vicky Liu Project Westfield Carisbad, Regal Cinemas 12 at PCR Location 2525 El Camino Real #100, Carlsbad, CA For Westfield Design & Construction Job No.: Date: Page: 13903 09/08/13 BP- For column (B/2,3,4) Critical Base Plate for Req. bf= 3 ksi 36 ksi Pc= 200 kip W12X65 fc'= Fy= A1>=P/0.7/fc'= Design base plate concrete base Allow Fp =min( 0.35*fc'*(/\2/A1 )A0.5,0.7fc')= Act. fp=P/A1 = m=(N-0.95*d)/2= n=(B-0.8*bf)/2= tp=2*max(m,n)(fp/Fy)^0.5= B=N= B'=N'= 95.2 in'^2, 14 in, 14 in. 12 in, Req: A1= Al= 1.05 ksi 1.02 ksi 1.2525 in 2.2 in 0.74 in d= 12.1 in, B=N= 9.8 in 196 in'^2 196 in'^2 O.K. Design 3/4 in, plate O.K. For coiumn (C/2) Critical Base Plate for Pc= bf^ 3 ksi 36 ksi Req. 150 kip W10X49 fc'= Fy= A1>=P/0.7/fc'= Design base plate concrete base Allow Fp =min( 0.35*fc'*(/K2/A1 )'^0.5,0.7fc')= Act. fp =P/A1= m=(N-0.95*d)/2= n=(B-0.8*bf)/2= tp=2*max(m,n)(fp/Fy)'^0.5= B=N= B'=N'= 71.4 in'^2, 12 in, 12 in. 10 in. Req: A1= /\2= 1.05 ksi 1.04 ksi 1.25 in 2 in 0.68 in d= 10 in, B=N= 8.5 in 144 in'^2 144 in'^2 O.K. Design 3/4 in, plate O.K. Base Plate Design Summarv RAM Steel vl4.04.05.00 -^(^ <;«c\ cru Uc4 Jie^ <^ . Bp- DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc-T 09/19/13 16:25:59 Building Code: IBC Steel Code: AISC360-10 LRFD Column Line Column Size Fy N B tp (ksi) (in) (in) (in) 13-D HSS 12X12X3/16 36 14.00 14.00 0.250 13-E HSS 12X12X3/16 36 14.00 14.00 0.125 13-H HSS12X12X3/16 36 14.00 14.00 0.250 13-J HSS12X12X3/16 36 14.00 14.00 0.250 13-K HSS12X12X3/16 36 14.00 14.00 0.250 13-L' HSS6X6X3/8 36 8.00 8.00 0.250 8.00ft-68.50ft HSS6X6X3/8 36 8.00 8.00 0.125 8.00ft-78.00ft HSS6X6X3/8 36 8.00 8.00 0.250 9.50ft-99.00ft HSS6X6X3/8 36 8.00 8.00 0.250 9.50ft-l23.00ft HSS6X6X3/8 36 8.00 8.00 0.250 12-AO HSS12X12X3/16 36 14.00 14.00 0.125 12-C HSS8X8X3/8 36 10.00 10.00 0.375 12-D HSS6X6X3/8 36 8.00 8.00 0.500 12-E HSS6X6X3/8 36 8.00 8.00 0.500 12-F HSS8X8X3/8 36 10.00 10.00 0.500 12-G HSS8X8X3/8 36 10.00 10.00 0.500 12-H HSS8X8X3/8 36 10.00 10.00 0.375 12-K HSS12X12X3/16 36 14.00 14.00 0.250 11.9-L' HSS6X6X3/8 36 8.00 8.00 0.250 ll-B HSS6X6X3/8 36 8.00 8.00 0.375 ll-D HSS8X8X3/8 36 10.00 10.00 0.500 U-E HSS8X8X3/8 36 10.00 10.00 0.500 11-F HSS8X8X3/8 36 10.00 10.00 0.500 11-G HSS8X8X3/8 36 10.00 10.00 0.500 11-H HSS8X8X3/8 36 10.00 10.00 0.375 ll-K HSS 12X12X3/16 36 14.00 14.00 0.250 U-L HSS8X8X3/8 36 10.00 10.00 0.250 10-D HSS 10X10X3/8 36 12.00 12.00 0.500 10-E HSS 10X10X3/8 36 12.00 12.00 0.500 10-F HSS8X8X3/8 36 10.00 10.00 0.500 10-G HSS8X8X3/8 36 10.00 10.00 0.500 10-H HSS6X6X3/8 36 8.00 8.00 0.375 10-K HSS 12X12X3/16 36 14.00 14.00 0.250 10-L HSS8X8X3/8 36 10.00 10.00 0.250 94.00ft-67.00ft HSS6X6X3/8 36 8.00 8.00 0.250 94.00ft-93.00ft HSS8X8X3/8 36 10.00 10.00 0.500 9-E HSS8X8X1/2 36 10.00 10.00 0.500 9-L HSS8X8X3/8 36 10.00 10.00 0.250 8-AO HSS12X12X3/16 36 14.00 14.00 0.125 8-E HSS6X6X3/8 36 8.00 8.00 0.375 8-G HSS 10X10X3/8 36 12.00 12.00 0.375 8-H HSS8X8X3/8 36 10.00 10.00 0.375 8-J HSS8X8X3/8 36 10.00 10.00 0.375 8-L HSS8X8X3/8 36 10.00 10.00 0.250 Base Plate Design Summarv - (y RAM Steel vl4.04.05.00 Page 2/2 DataBase: 13903 Regal Cinemas 12 at PCR-23-SMF-conc-T 09/19/13 16:25:59 Building Code: IBC Steel Code: AISC360-10 LRFD 7-AO HSS 12X12X3/16 36 14.00 14.00 0.125 7-B HSS8X8X3/8 36 10.00 10.00 0.375 7-D HSS 10X10X3/8 36 12.00 12.00 0.250 7-E HSS6X6X3/8 36 8.00 8.00 0.375 7-F.7 HSS12X12X3/16 36 14.00 14.00 0.375 7-H.3 HSSIOX10X3/8 36 12.00 12.00 0.250 7-K HSS12X12X3/16 36 14.00 14.00 0.250 7-L HSS8X8X3/8 36 10.00 10.00 0.250 6-AO HSS 12X12X3/16 36 14.00 14.00 0.125 6-C HSS 10X10X3/8 36 12.00 12.00 0.250 6-E HSS6X6X3/8 36 8.00 8.00 0.375 6-F.7 HSS 12X12X3/16 36 14.00 14.00 0.375 6-K HSS 12X12X3/16 36 14.00 14.00 0.250 5-D HSS 10X10X3/8 36 12.00 12.00 0.250 5-E HSS6X6X3/8 36 8.00 8.00 0.375 5-G HSS8X8X3/8 36 10.00 10.00 0.375 5-H HSS6X6X3/8 36 8.00 8.00 0.375 5-J HSS6X6X3/8 36 8.00 8.00 0.375 5-K HSS12X12X3/16 36 14.00 14.00 0.375 4-L HSS8X8X3/8 36 10.00 10.00 0.250 3-G HSS 10X10X3/8 36 12.00 12.00 0.375 3-H HSS 10X10X3/8 36 12.00 12.00 0.375 3-J HSS 10X10X3/8 36 12.00 12.00 0.375 2-C W10X49 36 12.00 12.00 0.500 2-F.7 HSS6X6X3/8 36 8.00 8.00 0.500 2-K HSS 12X12X3/16 36 14.00 14.00 0.250 l-E HSS 12X12X3/16 36 14.00 14.00 0.125 1-H HSSl 2X12X3/16 36 14.00 14,00 0.250 l-J HSS 12X12X3/16 36 14.00 14.00 0.125 1-K HSS12X12X3/16 36 14.00 14.00 0.250 1-L HSS8X8X3/8 36 10.00 10.00 0.250