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Home My WebLink AboutCDP 2016-0005; KLOVANISH RESIDENCE; STRUCTURAL CALCULATIONS; 2020-01-05. 0- STRUCTURAL CALCULATIONS Vt SUBMITIAL June 5, 2020 AARK Project No. SDYA.012 RIECE lIVED JUL 0 2023 LAND DEVELOPMENT ENGINEERING Project Kiovanish Residence Retaining Wall 4422 Adams Street, Carlsbad, CA 92008 Reciistration oESsto V MA XT AN ffAE/I i No. 5314 Exp. 9/30/20 OF ci!ø Mark Van Bibber, SE 5314 1870 Cordell Court Suite 202 El Cajon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com AARK Project No. SDYA.01 .0 Structalculations - 1" Submittal June 5, 2020 Table of Contents Retaining Wall Design ............................................................................................................................... 1 - 18 Project Data Client: Snipes-Dye Associates Design Code: 2019 California Building Code Materials of Construction: Concrete.......................................................................................................................f'c = 3,000 psi Concrete masonry units............................................................................ASTM C90, f'm = 1,500 psi Grout.............................................................................................................................f'c = 2,500 psi Mortar.................................................................................................................ASTM C270, Type S Reinforcing steel.............................................................................................ASTM A615, Grade 60 Elements Designed by Others: All other site improvements. Geotechnical Report: Geotechnical Investigation and Foundation Recommendations, Proposed New Residence to be Located At Adams Avenue (APN 206-180-4100), Carlsbad, California 92008, prepared by Engineering Design Group, Project No. 165564-1, dated March 25, 2016. 1870 Cordell Court Suite 202 El Cajon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com IProject Kiovanish Aftlmce Retaining Wall Date June 2020 Project No. Van be Description Checked Page 1 SDYA.012 Retaining Wall Design RETAINING WALL SOIL LOADS Wall and Footing Geometry: Footing thickness: tf = 20Jn Footing toe width: wt = 6.67ft Masonry width at top of wall: Wm = 7.625n Footing width: w = 7.331t Wall height from top of footing to grade: h = 6.671t Length from back of footing to back of wall: L = w - wt - Wm L = 0.02ff Slope of finish grade (horizontal run per foot of rise): S = 2 Angle of slope: 0 = atar(..iJ B = 26.57 deg Rise d ue to slope: R = tan(9) . L R = 0.01ff Height of soil at top of footing to grade at back of footing: H = h + R H = 6.68ff Active Soil Load: Equivalent fluid pressure: = 50pcf Load at bottom of triangular distribution: Wa =^Ya . H Wa = 334 psf Enter into Risa 3D and Risa Foundation software for wall and footing analysis. See following sheets for results. Klovanish Rence Retaining Wall a I Page 2 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked z .113 wP1 iiiiiiii111uuu 14 , P3 172 10 J12 aark engineering inc. SK - I M. Van Bibber June 5, 2020 at 11:00 AM Klovanish Retaining Wall SDYA.012 02-Wall and Foundation Model.r3d Wall Panel - Isometric Project Kiovanish AmInce Retaining Wall Page 3 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked zx I 7 / / > aark engineering inc SK -2 M. Van Bibber Kiovanish Retaining Wall June 5, 2020 at 11:01 AM SDYA.012 Rendered 02-Wail and Foundation Model.r3d Project Kiovanish AIIIIIIIIence Retaining Wall I Page 4 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked z Opsf wP1 /7 34psf WP2 J7 psf 4 WP5 WP4 234ps P3 )psf 334ps -15Opsf WP6 z 234psf -334psf Loads: BLC 1, Soil aark engineering inc. SK -3 M. Van Bibber June 5, 2020 at 11:02 AM Klovanish Retaining Wall SDYA.012 02 - Wall and Foundation Model.r3d Soil Load I Project Klovanish nce Retaining Wall Page 5 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company aark engineering inc. June 5, 2020 Designer M. Van Bibber 11:10 AM 111RISA Job Number : SDYA.012 Checked By: .4MreT6cHrKcoMP.'&;y Model Name : Kiovanish Retaining Wall (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) 12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (WsecA2) 32.2 Wall Mesh Size (in) 24 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16): LRFD Adjust Stiffness? Yes(Iterative) RlSAConnection Code AISC 15th(360-16): LRFD Cold Formed Steel Code AISI S100-12: ASD Wood Code AWC NDS-18: ASD Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code I TMS 402-16: Strength Aluminum Code AAADM1 15 ASD Building Stainless Steel Code AISC 14th(360 10) LRFD Adiust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) 65 Concrete Stress Block Rectangular Use Cracked Sections? Yes - Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA6I5 Mm % Steel for Column I Max % Steel for Column 8 RISA-3D Version 17.0.4 [PA ... \... \Calculations\02 - Wall and Foundation Model.r3d] Page 1 Kiovanish Rence Retaining Wall ddlkL Page 6 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company : aark engineering inc. S June 5, 2020 Designer : M. Van Bibber 11:10 AM 111RISA Job Number : SDYA.012 Checked By: Model Name : Klovanish Retaining Wall (Global)_ Model _Settings._Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) 0 Add Base Weight? Yes CtX 02 CtZ .02 TX(sec) .117 TZ(sec) .117 R 1.3 R 1.3 Ct Exp. X .75 Ct Exp. Z .75 SDI .468 SIDS .811 Si .454 IL (sec) 8 Risk Cat I or II Drift Cat Other OM 1 OmX 1 dZ I___________________________ dX 1 Rho 1 Rho I______________________ Concrete Properties Label E Fksil G lksil Nu Therm (/1 E. .flensityllb/f,.. fclksil Lambda Flex Steell... Shear Stee... 1 Conc3000NW 3156 1372 .15 .6 145 I 3 1 I 60 60 Masonry Properties Label E [ksll 0 rksil Nu Therm (/1 Self Welohtllb/ftA3l fnilksi] Flex Steel Shear Ste I 1 I CMU I 1350 540 I .25 I .6 Custom 1.5 60 60 Wall Panel U. C. Parameters Label Max Bending Chk Max Shear Chk I General Masonry Wall Panel Parameters Label Block Nom Width Block Grouting Reinforced Wall Area Method F-1-T F-1-T General 1 8" Fully Grouted I Yes NCMA Masonry Wall Panel In Plane Parameters Label Vert Bar Size Bars Per Cell Mm Bound Zone Wid..Max Bound Zo... Horz Bar Size 1.5x Shear Inc Transfer Load I 1 General #5 I 11 8 1 40 I #5 1 Yes Masonry Wall Panel Out of Plane Parameters Label Bar Size Bar Space MinBar Soace M..Bar Placemen Coverlini Mortar Tyoc Cement Ty,g-- F-1-7-General Transfer Load #5 8" 16" Center Mm Type M or S Portland, Lime/M..I RISA-31D Version 17.0.4 [PA ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 2 Project Kiovanish Aence Retaining Wall is Page 7 I Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company aark engineering inc. June 5, 2020 ISA Designer M. Van Bibber 11:10 AM 11IR Job Number : SDYA.012 Checked By: AN115(COMv.W Model Name : Kiovanish Retaining Wall Concrete Wall Panel Rebar Parameters Label Vert Bar Si ... Max Vert Bar ...Min Vert Bar Veil Bar In... Horz Bar S...Max Horz Bar..Min Horz Bar ..Horz Bar ln..Group General #5 16 8 I 8 #5 16 I 8 8 Concrete Wall Panel Cover Parameters Label Outer Bars Location nt Cover -z[in] Ext Cover +z[inj Edge Cover[in] Transfer In Transfer Out I 1 I General Vertical Centered I 2 I 2 3 Joint Coordinates and Temperatures I h.1 Y Ff11 V rftl 7 Iffi Tpmn in fltrh Frnm flin Ni 33 0 0 0 _..2.. N2 7 0 0 0 N3 .33 0 7 0 N4 7 0 7 0 _.5 N5 .33 4.67 0 0 NO 7 467 0 0 .L.1 N7 .33 2 7 0 N8 7 2 7 p Q N9 .33 -2 0 0 _10_ NIO 7 -2 0 0 _11 Nil .33 -2 7 0 _12_ N12 7 1 -2 7 _13_ N13 .33 2 0 1 0 _14_ N14 7 2 0 1 0 Wall Panel Data I hI A Anint R I,-,int ('. mint fl mint M2tri2I Tvnp MtriaI St Thirknq flainn RiiIP PnAI/Sninn I WPi NI N5 N6 N2 Masonry CMU 8 General 16 _2 WP2 N3 N7 N5 Ni Masonry... CMU 8 General 16 3 WP3 N4 N8 N6 N2 Masonry CMU 8 General 16 4 WP4 N9 Ni N2 N10 Concrete Conc3000NW 14 General N/A 5 WP5 Nil N3 Ni N9 Concrete Conc3000NW 14 General N/A 6 WP6 N12 N4 N2 N10 Concrete Conc3000NW 14 General N/A 7 WP7 Nil I N3 N4 N12 Concrete Conc3000NWI 14 General N/A - Wall Panel Surface Loads (BLC I : Soil) kA1,11 D-1 I IIA,.,If O..,fl.,n, RA,,.nih ..tF ct.t I ,.t,,n rftl I.1i,htFft1 WPi Z 0 234 0 467 WP2 X 0 234 0 4.67 _i WP3 X 0 -234 0 4.67 _.4_ WP4 Z 234 334 0 2 WP5 X 234 334 0 2 WP6 X 234 334 0 2 WP7 Z 1 0 1 -150 1 0 1 Basic Load Cases RISA-31D Version 17.0.4 [PA ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 3 Project Klovanish Aence Retaining Wall Page 8 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company aark engineering inc. June 5, 2020 111RIS Designer : M. Van Bibber 11:10 AM Job Number : SDYA.012 Checked By: ANtMT&HKCOMPAHY Model Name : Klovanish Retaining Wall Load Combinations Description S... P... SRSS B... Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1.2DL + 1.6H fresl Y I 111.61 2 11.21 Wall Panel AC! 318-14: Concrete Code Checks (In Plane) AI...II O.......I RA..., I It' I f, Qk..,.. I ir' I t,D.,*.,kilikl F,In*niirIhf+1 /n*nkiIIk1 L WP4 Ri .016 1 0 ._i -82834.963 NC - 232233.515 _2 WP5 Ri 0 1 0 1 NC 212673553 24350505 3 WP6 Ri 0 1 0 1 NC 212673.553 243505.05 4 WP7 Ri 004 1 0 _1__ -82834.963 NC 232379 682 Wall Panel AC! 318-14: Concrete Code Checks (Out Plane) It' C' C'L...... I It' I C' 1 WP4 Ri .016(Ext) 1 .065 i -12419.035 NC - 6905.574 2 WP5 RI 015 (Int) 1 065 1 NC 6691.05 6905 561 3 WP6 Ri .015(Ext) i .065 i NC 6691.05 6905.561 4 WP7 I Ri 005 (Ext) 1 1 015 1 NC 7011.0$ 6908575 Wall Panel TMS 402-16: Strength Masonry Code Checks for Wall Regions (In Plane) 1111.11 fl-. fl......;..... fl--I..... n.A..i II?' It' O.....AI...... I C' 06.-.... I It' I C' O...*...I.;rlkl RA...*...k;rll. Dl 1 WPi Ri I General 1 .004 1 1 1 0 - N/A 1 0 T N/A 1509847.0881 0 1 2 WP2 RI I General 1 005 1 1 1 014 1 1 019 1 1 p50031 8871117031 90 73865 521 3 WP3 Ri I General 1 .005 1 1 1 .014 1 I 1 .019 1 1 050031.8871117031.7373864.157 Wall Pane! TMS 402-16: Strength Masonry Code Checks for Wall Regions (Out of Plane) IAI.,II D,..-.I D..d,,., D l A..;.,I I II' I I' I It' I 1' Dn'ni,rlh_ffl riAn'nhirIh_f*i I WP1 Ri I General 1 .012 1 .081 1 27450 3451.247 2 WP2 Ri General 1 .013 1 .157 1 27450 3488.855 3 WP3 Ri General 1 .013 1 1 1 .157 1 1 27450 1 3488.855 RISA-31D Version 17.0.4 [PA ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 4 Project Kloyanish Vence Retaining Wall Page 9 I Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company Designer : Job Number : Model Name : aark engineering inc. M. Van Bibber SDYA.012 Kiovanish Retaining Wall June 5, 2020 11:12 AM Checked By: CRITERIA MATERIALS GEOMETRY Code : TMS 402-16: Stre... Masonry fm .:1.5 ksi Total Height : 4.67 ft Special lnsp : Yes Masonry Em : 1350 ksi Total Length : 6.67 ft Design Rule General Wall Area : NCMA Steel fy : 60 . ksi BIk Nom Width : 8" Transfer In? : No Steel E : 29000 ksi BIk Grouting : Fully Grouted Transfer Out? : No 1.5 Shear Factor: Yes BIk Material : Conc 115 pcf K : I Grt Weight :140 pcf Use Cracked? : Yes Mortar Type : Type M or S In icr Factor : .5 Cement Type : Portland, Lime/Mortar Out Icr Factor : .5 Custom Regions: No N5 RI jN1 . N2 6.67 ft REGION RESULTS UC Max UC Shear UC Max UC Shear Region In Plane LC In Plane LC Out Plane LC Out Plane LC Ri .004 1 1 I 0 I N/A 1 .081 I 1 I NC NC REINFORCEMENT RESULTS Vertical Horizontal Boundary Region Reinforcement Reinforcement Reinforcement Ri I #5@16 oc ctr Not Regd. 1 #5 ctr F46 RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 1 AXIAL DETAILS Pu/Pn :0.01 Pu at max Mu : 339.72 lb/ft Pn at max Mom : 27450.00 lb/ft H'/t :7.00 Location : 0.00 ft Load Comb : I BENDING DETAILS Mu / phi*Mn : 0.08 Mu, max : -278.88 lb-ft/ft phi Mn : 3451.25 lb-ft/ft phi .9 Location : 0.00 ft Load Comb : I DEFLECTION DETAILS No Service Load Combinations specified. Deflection calculations not performed. Project Klovanish 9ence Retaining Wall Page 10 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company : aark engineering inc. June 5, 2020 Designer : M. Van Bibber. 11:12 AM Job Number : SDYA.012 Checked By: Model Name : Kiovanish Retaining Wall WP1 : RI (Out-Plane) CRITERIA MATERIALS GEOMETRY Code : TMS 402-16: Stre... Masonry fm :1.5 ksi Total Height : 4.67 ft Special lnsp : Yes Masonry Em :1350 ksi Eq SId Thickness: 7.625" Wall Area : NCMA An : 91.5 in2/ft Steel fy : 60 ksi Type of Design : Strength Steel E : 29000 ksi BIk Grouting : Fully Grouted Reinforced : Yes Grt/Bar Spacing : 16" BIk Material : Conc 115 pcf Vertical Bar Size: #5 Grt Weight :140 pcf Loc of r/f : Center Wall Dead Wt : 78 psf Mortar Type : Type M or S Cement Type : Portland, Lime/Mortar ENVELOPE DIAGRAMS Mm: -13.42 at 4.67 ft Mm: -462.7 at Oft Mm: -278.9 at 0 ft lb/ft lb/ft lb-ft/ft P V Max: 339.7 at Oft Max: 51.744 at 4.67 ft Max: 79.53 at 2.569 ft WARNING: Program does not design masonry wall for axial tension. RISA-31D Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 1 Project Klovanish ence Retaining Wall Page 1 1 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company aark engineering inc. June 5, 2020 Designer : M. Van Bibber 11:12 AM Job Number : SDYA.012 Checked By: Model Name : Kiovanish Retaining Wall WP1 : Ri SECTIONAL PROPERTIES ALL RESULTS PER EFFECTIVE WIDTH Total Width : 16 in Agross :122 1n2 As : .307 in2 Eff Width :16 in Igross : 586.9 in4 Ase : .314 in2 Flange thick if :1.25 in fr : 0.163 ksi Rho Provided (%) : .005 Effective Thick te : 7.625 in Crack Mom, Mcr: 2106 lb-ft Rho Maximum (%) : .005 c :1.231 in Gammag : I d : 3.813 in n : 21.48 Icracked : 54.95 in4 CROSS SECTION DETAILING OR [x i.f#5 @ 16 z J_ NOTE: All units are in "in." RlSA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 2 Project Kiovanish fence Retaining Wall Page 12 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company : aark engineering Inc. June 5, 2020 Designer : M. Van Bibber 11:13 AM Job Number SDYA 012 Checked By Model Name : Kiovanish Retaining Wall WP4 CRITERIA MATERIALS GEOMETRY Code ACI 318-14 Material Set Conc3000NW Total Height 2 ft Design Rule : General Concrete £c : 3 ksi Total Length : 6.67 ft Seismic Rule None Concrete E 3156 ksi Thickness 14 in Loc of r/f Centered Concrete G 1372 ksi Outer Bars Vertical Conc Density 145 lbIft'3 1 nt Cover (-z) 2 in Lambda I Ext Cover (+z) 2 in Vert Bar Size #5 Conc Str BIk Rectangular Cover Open/Edge 3 in Horz Bar Size #5 K I Vert Bar Fy :60 ksi Use Cracked? : Yes Transfer In? No Horz Bar Fy 60 ksi In Icr Factor 7 Transfer Out? : No Steel E : 29000 ksi Out Icr Factor : .35 Group Wall? No NI Ri jN9 jN10 6.67 ft REGION RESULTS tiC Max UC Shear Delta Max UC Max UC Shear Delta Max Region In Plane LC In Plane LC In Plane(in) LC Out Plane LC Out Plane LC Out Plane in LC R1 016 1 1 0 1 0 1 016 1 065 1 0 1 REINFORCEMENT RESULTS Vertical Horizontal Diagonal Region ,,Reinforcement Reinforcement Reinforcement. Ri #5@161n oc ctr #5@81n oc ctr N2 RISA-31) Version 17.0.4 [P:\ ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] . Page 1 Project Kloyanish ence Retaining Wall di I Page 13 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company aark engineering inc. June 5, 2020 Designer : M. Van Bibber 11:14 AM Job Number : SDYA.012 Checked By:___ Model Name : Klovanish Retaining Wall WP4: Ri (Out-Plane) CRITERIA MATERIALS GEOMETRY Code : ACI 318-14 Material Set Conc3000NW Total Height : 2 ft Design Rule : General Concrete ft : 3 ksi Total Length : 6.67 ft Seismic Rule : None Concrete E : 3156 ksi Thickness :14 in Loc of r/f : Centered Concrete G :1372 ksi Outer Bars : Vertical Conc Density :145 lb/ft'3 Int Cover (-z) : 2 in Lambda : I Ext Cover (+z) : 2 in Vert Bar Size : #5 Conc Str Blk : Rectangular Cover Open/Edge 3 in Horz Bar Size : #5 K :1 Vert Bar Fy : 60 ksi Use Cracked? : Yes Vert Bar Spac :16 in Horz Bar Fy : 60 ksi icr Factor : .35 Horz Bar Spac : 8 in Steel E : 29000 ksi Group Wall? : No ENVELOPE DIAGRAMS Mm: -198.1 at 2 ft lb/ft Mm: -446.8 lb/ft at Oft Mm: lb-ft/ft -99.6 at 2 ft P V M Max: 207.9 at 0 ft Max: 406.8 at 2 ft Max: -99.6 at 0 ft AC! 318-14 Code Check AXIAL/BENDING DETAILS UC Max Int (-z) : .014 Location : 2 ft Gov Pu Int (-z) : 0 lb/ft phi*Pn Int (-z) : NC Gov Mu Int (-z) : -99.591 lb-ft/ft phi*Mn Int (-z) : 7011.091 lb-ft/ft phi eff. Int (-z) : .9 Gov LC Int (-z) : I UC Max Ext (+z) .016 Location : 2 ft Gov Pu Ext (+z) : -198.081 lb/ft phi*Pn Ext (+z) : -12419.035Ib/ft Gov Mu Ext (+z) : 0 lb-ft/ft phi*Mn Ext (+z) : NC phi eff. Ext (+z) : .9 Gov LC Ext (+z) : I SHEAR DETAILS UC Max : .065 Location : 0 ft Gov Vu : -446.85 lb/ft phi*Vnc : 6905.574 lb/ft phi*Vrts : 6901.304 lb/ft Gov LC :1 RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 1 Project Kiovanish *ence Retaining Wall Page 14 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company : aark engineering inc. June 5, 2020 Designer : M. Van Bibber 11:14 AM Job Number : SDYA.012 Checked By: Model Name : Kiovanish Retaining Wall WP4: Ri DEFLECTION DETAILS Delta max : 0 in Deflection Ratio : H/10000 Location : .6 ft Gov LC :1 WALL SEGMENT SECTION PROPERTIES RESULTS PER C/C OF REINFORCEMENT RESULTS FOR FULL WALL SEGMENT Total Width :16 in r : 2.391 in As Provided (V) : 1.534 inA2 A : 224 inA2 KL/r :10.038 rho Provided (V) : .0014 gross : 3658.667 inA4 As mm (V) :1.345 in"2 cracked :1280.533 in"4 rho mm (V) : .0012 Cracked Mom, Mcr: 89506.082 lb-ft Thickness > lOin. Two layers of reinforcement (each face) should be used. SLENDER BENDING SPAN RESULTS KL/r out Cm out Lu out (ft) Pc (lb/ft) deltaNS M act (lb-ft/ft) M2 mm (lb-ft/ft) Mc out (lb-ft/ft) Interior 10.038 1 2 0 N/A 0 0 N/A(2ft) Exterior 0 N/A 0 N/A(2ft) I....... I .. .. AI..II Ij. W.II In+rn.e4,m fliinrm RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 2 Project Kloyanish fence Retaining Wall Page 15 Date June 2020 project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked I Company : aark engineering inc. June 5, 2020 Designer : M. Van Bibber 11:14 AM Job Number : SDYA.012 Checked By: Model Name : Kiovanish Retaining Wall WP4 : Ri CROSS SECTION DETAILING #5@ Interior Face 161noc fx 7 z (!) Exterior Face #5 @ 8in oc RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 3 Kiovanish Fence Retaining Wall I Page 16 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked z x *R3D—N11-1 24 *R3D—N91 —N35 *R3D—N85 —N36 *R3D—N84 29 _N10011 N121 20 Loads: LC 1, Service LC Results for LC 1, Service LC aark engineering Inc. SK -2 M. Van Bibber June 5, 2020 at 10:56 AM Kiovanish Retaining Wall SDYA.012 02-Wall and Foundation Model.r3d Foundation Plan - Isometric Project Kiovanish FM Retaining Wall IPage 17 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Designer M. Van Bibber Iii Company aark engineering inc. Job Number : SDYA.012 A?S1TSCHERCOMPANY Model Name : Kiovanish Retaining Wall June 5, 2020 10:58 AM Checked By: (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 100 Mesh Size (in) 12 Max Iterations 10 Merge Tolerance (in) .12 Solver Sparse Accelerated Coefficient of Friction .35 No of Shear Regions 4 Shear Region Spacing Increment (in) 4 Min 1 Bar Dia Spacing for Beams? No Optimize footings for OTM I Sliding? No Parme Beta Factor .65 Pile Safety Factor 3 Concrete Stress Block Rectangular Concrete Rebar Set ASTM A615 Concrete Code ACI 318-14 HR Steel Pile Code AISC 14th(360 10) ASD Wood Pile Code AWC NDS-18: ASD Concrete Prooerties Label E Fksi] 0 tksil Nu Therm (/1 E..flensityllb/f... f'c[ksil Lambda Flex Steell.. Shear Stee... I I I Conc3000NW 3156 1372 I .15 .6 I 145 3 I 1 60 I 60 Soil Definitions Label Subgrade Modulusllb/ftA31 Allowable Bearing losfl Depth Properties Default? I I I Default 1e+5 2000 None I Yes I Slabs Label Thickness [in] Material Local Axis Angi... Analysis Offset [... Passive Pressure [psfl Soil Overburden to... F-17- Si I 16 IConc3000NWI 0 0 350 I 0 I Load Categories Load Combinations I ..I....I C C A CC fl... C,. r.,* C,. f',.s............ C... fl.. C.. r.. C. fl.. c.. fl.. C... fl.. C.. C... c.. C... C... Slab Overturning Safety Factors (By Combination) RlSAFoundation Version 11.0.3 [P:\. . .\. . .\Calculations\02 - Wall and Foundation Model.r3d] Page 1 Kiovanish ence Retaining Wall Page 18 Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked 11 Company: I RISA Designer : Job Number : Model Name : aark engineering inc. M. Van Bibber SDYA.012 Klovanish Retaining Wall June 5, 2020 10:58 AM Checked By: Slab Sliding Safety Factors (By Combination) LC Slab Angleideol Va-xxtlbl Vr-xxllbl Va-zzflbl Vr-zzllbl SR-xx SR-zz 2 Si 0 0 7352.398 1520.923 7483.91 9,999+ 4.921 2 1 3 Si 0 0 1 5784,131 1520.923 5920.213 9.999+ 3.893 Envelope Slab Soil Pressures (By Combination) Label UC LC Soil Pressurelosfj Allowable Bearing[psfl Point 1 Si .22 2 I 440.593 2000 I N7i Strip Reinforcing Label UC Top LC Top Bars Governing ... UC Bot LC Bot B... Gover... UC Shear LC Governing I DSI .015 5 #5(ä10in DSI-X32 .004 6 #5@1..DS1-X .016 5 DS1-X18 2 DS2 0 N/A #5@10in NA 1.0151 6 #5c1.. DS2-...I.012 1 5 1 DS?-X24 RiSAFoundation Version 11.0.3 [P:\...\ ... \Calculations\02 - Wall and Foundation Model.r3d] Page 2