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Home My WebLink AboutCDP 2016-0005; KLOVANISH RESIDENCE; STRUCTURAL CALCULATIONS; 2020-08-27Project STRUCTURAL CALCULATIONS 2nd SUBMITTAL August 27, 2020 MRK Project No. SDYA.012 Klovanish Residence Retaining Wall 4422 Adams Street, Carlsbad, CA 92008 CDP2016-0005, GR2017-0026 DWG 503-9A CC REV2 Registration RECEIVED SEP O 2 2020 Mark Van Bibber, SE 5314 LANO DEVELOPMENT ENGINEERING 1870 Cordell Court Suite 202 El CaJon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com - ..... C AARK Project No. SDYA.01 2 Table of Contents Structural Calculations -1st Submittal June 5, 2020 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, fm = 1,500 psi Grout ............................................................................................................................. fc = 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 i.;.P~ro~ject;.;.__K_lo_va_n_is_h_R_e_s_id_e_n_ce_R_et_a_in_in_g_W_al_l _____________ __, L..I P...::ag_e ___ 1 _, Date June 2020 By M. Van Bibber Checked RETAINING WALL SOIL LOADS Wall and Footing Geometry: Footing thickness: tt = 20.0n Footing toe width : w1 = 6.67ft Masonry width at top of wall: Wm = 7.625n Footing width: w = 7.3~ Wall height from top of footing to grade: h = 6.67ft Length from back of footing to back of wall: L = w -Wt -Wm Slope of finish grade (horizontal run per foot of rise): S = 2 Angle of slope: Rise due to slope: e = ata{-2. 1 s ) R = tan(0) · L Height of soil at top of footing to grade at back of footing: H = h + R Active Soil Load: Equivalent fluid pressure: la = 50pcf Load at bottom of triangular distribution : w8 = 1a · H ProjectNo. SOYA.012 Description Retaining Wall Design L = 0.02ft e = 26.57. deg R = 0.01ft H = 6.68ft w8 = 334 -psf Enter into Risa 3D and Risa Foundation software for wall and footing analysis. See following sheets for results. Project Klovanish Residence Retaining Wall Date June 2020 By M. Van Bibber Checked * Z X aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design Klovanish Retaining Wall Wall Panel -Isometric I Page 2 SK-1 June 5, 2020 at 11 :00 AM 02 -Wall and Foundation Model.r3d ._P_ro.,_je_ct_K_lo_v_a_n_is_h_R_e_s_i_d_e_n_ce_R_e_t_a,_·n_in_g_W_a_ll ________________ __,I ... P_ag=-e ___ 3__, Date June 2020 By M. Van Bibber Checked ~ Z X aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design Klovanish Retaining Wall Rendered SK-2 June 5, 2020 at 11 :01 AM 02 -Wall and Foundation Model.r3d Project Klovanish Residence Retaining Wall Date June 2020 By M. Van Bibber Checked ~ Z X Loads: BLC 1, Soil aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design psf -334psf Klovanish Retaining Wall Soil Load I Page 4 SK-3 June 5, 2020 at 11 :02 AM 02 -Wall and Foundation Model.r3d Project Klovanish Residence Retaining Wall Date June 2020 Project No. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked aark engineering inc. M. Van Bibber SDYA.012 IIIRISA A NEMETSCKEK COMJ>N(V Company Designer Job Number Model Name Klovanish Retaining Wall (Globa/J Model Settinas Disolav Sections for Member Cales 5 t- Max Internal Sections for Member Cales 97 Include Shear Deformation? Yes . Increase Nailina Caoacitv for Wind? Yes Include Wamina? Yes Trans Load Btwn lntersectina Wood Wall? Yes t L L . ' t Area Load Mesh (inA2) 144 ;.....,.. ..,............,_ +-...--..-..-+ .... ~ Merae Tolerance (in) .12 P-Delta Analvsis Tolerance 0.50% ' Include P-Delta for Walls? Yes Automaticallv Iterate Stiffness for Walls? Yes ~ + + Max Iterations for Wall Stiffness 3 Gravitv Acceleration (ft/secA2) 32.2 ! ' Wall Mesh Size (in) 24 Eiaensolution Converaenc:e Toi. (1.E-) 4 • + ~ t ~ + + • Vertical Axis y Global Member Orientation Plane xz r ~ Static Solver Soarse Accelerated Dvnamic Solver Accelerated Solver ~ ----;::----;,::-----:,:-~ l Hot Rolled Steel Code t AISC 15th(360-16): LRFD + Adiust Stiffness? Yesllterative l RISAConnection Code I AISC 15th/360-16l: LRFD I . Cold Formed Steel Code AISI S100-12: ASD Wood Code t ·I AWC NDS-18: ASD Wood Temcerature < 100F Concrete Code I-+ I ACI 318-14 L Masonrv Code TMS 402-16: Strenath Aluminum Code ~ r AA ADM1-15: ASD -Buildina Stainless Steel Code AISC 14thl360-10l: LRFD Adiust Stiffness? } + Yes/Iterative l ". ~ Number of Shear Regions 4 Reaion Scacina Increment (in) 4 Biaxial Column Method Exact lntearation Parme Beta Factor PCA .65 Concrete Stress Block Rectan ular Yes No No Yes No REBAR SET ASTMA615 Min % Steel for Column Max % Steel for Column 8 RISA-3O Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d) I Page June 5, 2020 11:10AM Checked By: __ Page 1 5 Project Klovanish Residence Retaining Wall Date June 2020 ProjectNo. SDYA.01 2 By M. Van Bibber Description Retaining Wall Design Checked IIIRISA ANEMETSCHlKC0MP,\NY Company Designer Job Number Model Name aark engineering inc. M. Van Bibber SDYA.012 Klovanish Retaining Wall (Global) Model Settinas Continued I Seismic Code ASCE 7-10 .. Seismic Base Elevation (ft) D Add Base Weiaht? I Yes + CtX .02 CtZ t .02 TX 1sec) .117 T Z (sec) ~ •• +-. + + +-•• .117 •+••+••¥+- RX 1.3 RZ I 1.3 Ct Exp. X .75 Ct Exp. Z t .75 SD1 .468 sos l L .811 " S1 .454 .. + + ,. ·-~ TL (sec) t ~ •• II-...... t .... ,. .. 8 ..t",. .. ,. ... ---.-------.. Risk Cat I or II Drift Cat t ~ Other .. ~ .. + .. .. PmZ 1 PmX r ~ I 1 T ~ ~ ~ T r CdZ 1 CdX t ~ 1 .. .... + + t RhoZ 1 Rho X I I 1 I t ~ • .. ' .. + .. Concrete Properties Label ksi G ksi Nu Therm /1 E .. Densi b/f... fc ksi Conc3000NW 31 56 1372 .15 .6 145 3 Masonry Properties L I E ksi k i N Th rm CMU 1350 540 .25 .6 Wall Panel U. C. Parameters I 1 I Label Max Bending Chk General Masonry Wall Panel Parameters Label Block Norn Width Block Groutin General 8" Full Grouted Masonry Wall Panel In Plane Parameters 1.,........ Lab I Vert Bar Size Bars Per Cell Min B und Zone Wid .. Max Bound Zo ... Horz B r General #5 1 8 40 #5 Masonry Wall Panel Out of Plane Parameters Label Bar Size Bar S ace MinBar S ace M .. Bar Placement General #5 8" 16" Center RISA-3O Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d) I Page Junes. 2020 11:10AM Checked By: __ 1 60 60 Max Shear Chk Wall Area Method NCMA Transfer L a Page 2 6 Project Klovanish Residence Retaining Wall Date June 2020 By M. Van Bibber Checked IIIRISA ANEMETSCHEKC0Mf¥,NY Company Designer Job Number Model Name aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design Klovanish Retaining Wall Concrete Wall Panel Rebar Parameters I Page June 5, 2020 11:10 AM Checked By: __ Label Vert Bar Si...Max Vert Bar .. Min V rt Bar ... Vert Bar In ... Horz Bar ... Max Horz Bar .. Min Horz B r .. J-torz Bar In .. General #5 16 8 8 #5 16 8 8 Concrete Wall Panel Cover Parameters Label uter Bars Lo lion General Vertical Centered Joint Coordinates and Temperatures Lahel xr111 Y ffll Z ffll Temo fFl Detach From Diao ... 1 j N1 .33 0 0 0 2 N2 7 0 0 0 3 t N3 .33 0 7 0 ~ 4 N4 7 n 7 n 5 i NS .33 4.67 0 0 ~ 6 N6 7 4.67 n n 7 -T N7 .33 2 7 0 ~ 8 N8 7 2 7 0 9 l N9 .33 -2 0 0 J 10 N10 7 -2 0 0 11 I N11 .33 -2 7 0 . 12 N12 7 -2 7 0 13 I N13 .33 2 0 0 • 14 N14 7 2 0 0 I I Wall Panel Data Label A Joint B Joint C Joint D Joint Material Tvoe Material Set Thicknes ... Desion Rule Panel/Soacino 1 WP1 N1 NS N6 N2 Masonrv CMU 8 General 16 2 WP2 N3 N7 NS N1 Masonrv CMU 8 r:: .. n .. =I 16 3 WP3 N4 N8 N6 N2 Masonrv CMU 8 General 16 •-I~ 4 WP4 N9 N1 N2 N10 r:nncrete Conc3000NW 14 r:: ... neral N/A I• Ir 5 WP5 N11 N3 N1 N9 Concrete Conc3000NW 14 General N/A 6 WP6 N12 N4 N2 N10 Cnncrete Conc3000NW 14 r.:"'nAr;:il N/A T WP? N11 N3 N4 N12 Concrete Conc3000NW 14 General N/A 1~ Wall Panel Surface Loads (BLC 1 : Soil) Wall Panel Label Direction Too Maonitudefosf .. .Bottom Maonitudef... Start Lnr-"tionffll Heiohtrftl 1 WP1 z 0 234 0 4.67 2 WP2 X 0 234 0 4.67 3 ~ WP3 ...... X 0 -234 0 4.67 4 WP4 z 234 3'.l4 0 2 5 WP5 X 234 334 0 2 6 WP6 X -234 -334 0 2 7 WP? z 0 -150 0 1 X Gravi. . .Y Gravi .. Z Gravi Joint Point Di trib ... Area M.. urfa ... 7 DL -1 RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 3 7 Project Klovanish Residence Retaining Wall Date June 2020 By M. Van Bibber Checked IIIRISA A HEMETSCHEK COl.'PANY Company Designer Job Number Model Name Load Combinations aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design Klovanish Retaining Wall I Page June 5, 2020 11:10AM Checked By: __ Descri lion S ... P ... SRSS B ... Fa... BL Fa ... B ... F ... B ... Fa ... B ... Fa ... B ... F ... B ... Fa ... B ... Fa ... B ... Fa ... B ... Fa ... 1.2DL + 1.6H es Y 1 1.6 2 1.2 Wall Panel AC/ 318-14: Concrete Code Checks (In PlaneJ Wall Panel RAnion Max UC LC Shear LJC LC Pn•nhinbl Mn•nhiflb-ftl Vn•nhiflbl 1 WP4 R1 .016 1 0 1 -82834.963 NC 232233.515 2 WP!i R1 0 1 0 1 NC 712fi73. r:;r:;~ 24:\505.nr:; 3 WP6 R1 0 1 0 1 NC 212673.553 243505.05 4 WP? R1 .004 1 0 1 -82834.963 NC 232379.682 Wall Panel AC/ 318-14: Concrete Code Checks rout PlaneJ Wall Panel R ion LC Shear UC LC 1 WP4 R1 .065 2 WP R1 .06 3 WP6 R1 .065 4 WP? R1 .015 Wall Pa ... Re ion 1 WP1 R1 2 WP2 R1 3 WP3 R1 RISA-3O Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 4 8 Project Klovanish Residence Retaining Wall I Page Date June 2020 By M. Van Bibber Checked Company Designer Job Number Model Name CRITERIA Code Special lnsp Design Rule Wall Area Transfer In? Transfer Out? K Use Cracked? In lcr Factor Out lcr Factor aark engineering inc. M. Van Bibber SDYA.012 Klovanish Retaining Wall : TMS 402-16: Stre ... : Yes : General :NCMA : No : No : 1 : Yes : .5 : .5 Custom Regions : No NS N1 REGION RESULTS UC Max Re ion In Plane LC R1 .004 1 REINFORCEMENT RES UL TS Re ion R1 Vertical Reinforcement #5 16" oc ctr ProjectNo. SDYA.012 Description Retaining Wall Design MATERIALS Masonry rm Masonry Em Steel fy Steel E : 1.5 ksi : 1350 ksi : 60 ksi : 29000 ksi : Cone 115 pcf : 140 pcf : Type M ors June 5, 2020 11:12AM Checked By: __ GEOMETRY Total Height : 4.67 ft Total Length : 6.67 ft Blk Norn Width : 8" Blk Grouting : Fully Grouted 1.5 Shear Factor : Yes Blk Material GrtWeight Mortar Type Cement Type : Portland, Lime/Mortar UC Shear In Plane 0 R1 6.67 ft UC Max LC Out Plane N/A Horizontal Reinforcement .081 N6 N2 UC Shear LC Out Plane 1 NC Boundary Reinforcement 1-#5 ctr LC NC RISA-3D Version 17.0.4 [P:1 ... 1 ... \Calculations\02 -Wall and Foundation Model.r3d) Page 1 9 ,_P_ro.._je_ct_K_l_o_v_a_n_is_h_R_e_s_i_d_e_nc_e_R_e_ta_i_n_in_g_W_a_ll ________________ ___.l ... P_ag __ e ___ 1_0_. Date June 2020 ProjectNo. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked aark engineering inc. M. Van Bibber SDYA.012 Company Designer Job Number Model Name Klovanish Retaining Wall WP1 : R1 (Out-Plane) CRITERIA Code Special lnsp Wall Area MATERIALS : TMS 402-16: Stre ... Masonry fm : Yes Masonry Em : NCMA Type of Design : Strength Steel fy Steel E Reinforced : Yes : 1.5 : 1350 : 60 : 29000 ksl ksi ksi ksi : Cone 115 pcf GEOMETRY June 5, 2020 11 :12AM Checked By: __ Total Height : 4.67 ft Eq Sid Thickness: 7.625" An : 91 .5 in2/ft Blk Grouting : Fully Grouted Grt/Bar Spacing : 16" Vertical Bar Size : #5 Blk Material Grt Weight Wall Dead Wt Mortar Type Cement Type : 140 pcf Loe of r/f : Center ENVELOPE DIAGRAMS Min: -13.42 at 4.67 ft lb/ft p Max: 339.7 at Oft : 78 psf : Type M ors : Portland, Lime/Mortar Min: -462.7 at Oft lb/ft Min: -278.9 at Oft lb-ft/ft V M Max: 51. 7 44 at 4.67 ft Max: 79.53 at 2.569 ft AXIAL DETAILS Pu/ Pn : 0.01 Pu at max Mu : 339.72 Pn at max Mom : 27450.00 H' / t : 7.00 Location : 0.00 Load Comb : 1 BENDING DETAILS Mu / phi*Mn : 0.08 Mu, max : -278.88 phi Mn : 3451 .25 phi : .9 Location : 0.00 Load Comb : 1 DEFLECTION DETAILS lb/ft lb/ft ft lb-ft/ft lb-ft/ft ft No Service Load Combinations specified. Deflection calculations not performed. WARNING: Program does not design masonry wall for axial tension. RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 1 ,_P_ro.._je_ct_K_l_o_v_a_n_is_h_R_e_s_i_d_e_n_ce_R_e_ta_i_n_in_g_W_a_ll ________________ __. ... I P_ag,._e ___ 1_1__, Date June 2020 By Checked M. Van Bibber aark engineering inc. M. Van Bibber SDYA.012 Company Designer Job Number Model Name Klovanish Retaining Wall SECTIONAL PROPERTIES Total Width : 16 in EffWidth : 16 in Flange thick tf : 1.25 in Effective Thick te : 7.625 in CROSS SECTION DETAILING ProjectNo. SDYA.012 Description Retaining Wall Design WP1 :R1 ALL RESULTS PER EFFECTIVE WIDTH Agross : 122 in2 As lgross : 586.9 in4 Ase fr : 0.163 ksi Rho Provided (%) June 5, 2020 11:12AM Checked By: __ : .307 : .314 : .005 Crack Mom, Mer : 2106 lb-ft Rho Maximum(%) : .005 C : 1.231 in Gammag : 1 d : 3.813 in n : 21.48 !cracked : 54.95 in4 #5@16 NOTE: All units are in "in." RISA-3O Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 2 in2 in2 Project Klovanish Residence Retaining Wall I Page Date June 2020 By M. Van Bibber Checked Company aark engineering inc. Designer M. Van Bibber Job Number SDYA.012 Model Name Klovanish Retaining Wall CRITERIA Code : ACI 318-14 Design Rule : General Seismic Rule : None Loe of r/f : Centered Outer Bars : Vertical Vert Bar Size : #5 Horz Bar Size : #5 Transfer In? : No Transfer Out? : No Group Wall? : No N9 REGION RESULTS UC Max UC Shear Re ion In Plane LC In Plane R1 .016 1 0 REINFORCEMENT RES UL TS Vertical Re ion Reinforcement R1 #5 16in oc ctr ProjectNo. SDYA.012 Description Retaining Wall Design WP4 MATERIALS Material Set : Conc3000NW Concrete fc :3 ksi Concrete E : 3156 ksi Concrete G : 1372 ksi Cone Density : 145 lb/ftA3 Lambda : 1 Cone Str Blk : Rectangular Vert Bar Fy : 60 ksi Horz Bar Fy : 60 ksi Steel E : 29000 ksi ll1 6.67 ft Delta Max UC Max LC 1 In Plane in LC Out Plane 0 1 .016 Horizontal Reinforcement #5 Bin oc ctr LC 1 June 5, 2020 11:13AM Checked By: __ GEOMETRY Total Height :2 Total Length : 6.67 Thickness : 14 Int Cover (-z) :2 Ext Cover (+z) :2 Cover Open/Edge 3 K : 1 Use Cracked? : Yes in lcr Factor : .7 Out lcr Factor : .35 N2 N10 UC Shear Delta Max Out Plane LC Out Plane in .065 1 Diagonal Reinforcement 0 ft ft in in in in LC 1 RISA-3D Version 17.0.4 [P:I ... \ ... \Caiculations\02 -Wall and Foundation Model.r3d) Page 1 12 Project Klovanish Residence Retaining Wall I Page Date June 2020 ProjectNo. SDYA.012 By M. Van Bibber Description Retaining Wall Design Checked Company aark engineering inc. Designer M. Van Bibber Job Number SDYA.012 Model Name Klovanish Retaining Wall WP4 : R1 (Out-Plane) CRITERIA MATERIALS Code : ACI 318-14 Material Set : Conc3000NW Design Rule : General Concrete fc :3 ksi Seismic Rule : None Concrete E : 3156 ksi Loe of r/f : Centered Concrete G : 1372 ksi Outer Bars : Vertical Cone Density : 145 lb/ftA3 Lambda : 1 Vert Bar Size : #5 Cone Str Blk : Rectangular Horz Bar Size : #5 Vert Bar Spac : 16 Horz Bar Spac :8 Group Wall? : No ENVELOPE DIAGRAMS Min: -198.1 at 2 ft lb/ft p Max: 207.9 at O ft Vert Bar Fy : 60 in Horz Bar Fy : 60 in Steel E Min: -446.8 at O ft lb/ft V Max: 406.8 at 2 ft : 29000 Min: -99.6 at 2 ft lb-ft/ft M Max: -99.6 at O ft ksi ksi ksi June 5, 2020 11:14AM Checked By: __ GEOMETRY Total Height :2 Total Length : 6.67 Thickness : 14 Int Cover (-z) :2 Ext Cover (+z) :2 Cover Open/Edge 3 K : 1 Use Cracked? : Yes lcr Factor : .35 AC/ 318-14 Code Check AXIAUBENDING DETAILS UC Max Int (-z) : .014 ft ft in in in in 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) : 1 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) : O phi*Mn Ext (+z) : NC phi eff. Ext (+z) : .9 Gov LC Ext (+z) : 1 SHEAR DETAILS UC Max : .065 lb-ft/ft Location : O ft Gov Vu phi*Vnc phi*Vns Gov LC : -446.85 lb/ft : 6905.574 lb/ft : 6901.304 lb/ft : 1 RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 1 13 Project Klovanish Residence Retaining Wall I Page Date June 2020 ProjectNo. 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 Klovanish Retaining Wall WALL SEGMENT SECTION PROPERTIES WP4 :R1 RESULTS PER C/C OF REINFORCEMENT Total Width : 16 in r : 2.391 A : 224 in"2 KUr : 10.038 !gross : 3658.667 in"4 !cracked : 1280.533 in"4 Cracked Mom, Mer: 89506.082 lb-ft in June 5, 2020 11:14AM Checked By: __ DEFLECTION DETAILS Delta max : 0 in Deflection Ratio : H/10000 Location : .6 ft Gov LC : 1 RESULTS FOR FULL WALL SEGMENT As Provided (V) : 1.534 in"2 rho Provided (V) : .0014 As min (V) : 1.345 in"2 rho min (V) : .0012 Thickness> 10in. Two layers of reinforcement (each face) should be used. SLENDER BENDING SPAN RESULTS KUr out Cm out Lu out (ft) Pc (lb/ft) 0 Interior 10.038 1 2 Exterior 0 Interior (-z) Face Wall Interaction Diagram P (lb/ft) 1612 -Mn -Phi*Mn -cap. Line 70000 80000 13799 deltaNS M act (lb-ft/ft) N/A 0 N/A M2 min (lb-ft/ft) 0 0 Mc out (lb-ft/ft) N/A(2ft) N/A(2ft) Exterior (+z) Face Wall Interaction Diagram P (lb/ft) 1612 40000 -Mn -Phi*Mn 6111D39 M (lb-ft/ ) RISA-3D Version 17.0.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 2 14 Project Klovanish Residence Retaining Wall Date June 2020 By Checked Company Designer Job Number Model Name M. Van Bibber aark engineering inc. M. Van Bibber SDYA.012 Klovanish Retaining Wall CROSS SECTION DETAILING #5 16in oc ProjectNo. SDYA.012 Description Retaining Wall Design WP4: R1 RISA-3D Version 17.D.4 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] I Page June 5, 2020 11:14AM Checked By: __ Page 3 15 Project Klovanish Residence Retaining Wall Date June 2020 By M. Van Bibber Checked .,,<>. Z X Loads: LC 1, Service tC Results for LC 1, Service LC aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design Klovanish Retaining Wall Foundation Plan -Isometric I Page 16 SK-2 June 5, 2020 at 10:56 AM 02 -Wall and Foundation Model.r3d ... Project Klovanish Residence Retaining Wall I Page Date June 2020 ProjectNo. SOYA.012 By M. Van Bibber Description Retaining Wall Design Checked IIIRISA A NEMETSCHEK C0MPAHY Company Designer Job Number Model Name (Global) Model Settings aark engineering inc. M. Van Bibber SDYA.012 Klovanish Retaining Wall Dis la Sections for Member Cales 5 Max lntemal Sections for Member Cales 100 Mesh Size in 12 Max Iterations Mer e Tolerance in Solver Coefficient of Friction No. of S 4 Shear R 4 Min 1 B No No .65 3 Rectan ular Concrete Rebar Set ASTMA615 Concrete Code ACI 318-14 HR Steel Pile Code AISC 14th 360-10 : ASD Wood Pile Code AWC NDS-18: ASD Concrete Properties Label Conc3000NW Soil Definitions Label All wable Bearin s Default 2000 SI Label Thickness m Material L S1 16 Conc3000NW Load Categories June 5, 2020 10:58 AM Checked By: __ Lambda Flex Steel ... Shear Slee ... 1 60 0 De th Pro erties Defaul? None Yes Category Point Loads Line Loads Area Loads DL 51 EPL 78 Load Combinations Label S ... S ... A ... SF Ca ... Fa ... Cat.Fa ... Cateaorv Fa ... Ca ... Fa ... Ca ... Fa ... Ca ... Fa ... Ca ... Fa ... Ca ... Fa ... Ca ... Fa ... Ca ... Fa ... 1 Service .. Yes 2 1.0DL+ .. Yes Yes 1.5 DL 1 EPL 1 3 0.6DL + .. Yes Yes 1.5 DL .6 EPL 1 4 Strength Ye! 5 1.2DL + .. Ye! DL 1.2 EPL 1.6 6 0.9DL + .. Ye! DL .9 EPL 1.6 L Slab Ms-zz lb-ft Ms-xx/Mo-xx Ms-zz/Mo-zz 2 S1 41196.682 9.999+ 9.999+ 2 3 S1 24764.369 .999+ .999+ RISAFoundation Version 11 .0.3 [P:\ ... \ ... \Calculations\02 -Wall and Foundation Model.r3d] Page 1 17 Project Klovanish Residence Retaining Wall Date June 2020 By M. Van Bibber Checked IIIRISA A NEMETSCHEK ~ Company Designer Job Number Model Name aark engineering inc. M. Van Bibber SDYA.012 ProjectNo. SDYA.012 Description Retaining Wall Design Klovanish Retaining Wall Envelope Slab Soil Pressures (By Combination) I Page June 5, 2020 10:58 AM Checked By: __ SR-xx 9.999+ 9.999+ I 1 1 Label UC .22 LC Soil Pressure(psf) 440.593 Allowable Bearing(psf) Point N71 S1 2 2000 RISAFoundation Version 11.0.3 [P:\ ... L\Calculations\02 -Wall and Foundation Model.r3d] Page 2 18