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C Axial Engineering Group, Inc. <br />.&%KES< 7251 Owensmouth Avenue Suite 4 <br />818.902.0200 <br />f: 818.902.0232'1191.9*eqJjnc.n, . _ . 4r. .-. -_.' · ...- -[pdh*.ral:<F*4%100<<C.··13313· .,; , C.Ji r.i.:. <br />-1 ..1 1.. i ..5 1 1.9,4:,US .1-6 ...1 <br />Description : Main Pad #2 <br />Title : CATALINA Job# 212-013 <br />Engineer: LQ <br />Project Desc.:PROPOSED NEW OFFICE BUILDING <br />P,inted: 27 DEC 2012, 10-57AM <br />· '0·--· '-'0 "-· ·· ;· ' '- .:.· .... .-: ··.·1··... V -,7- '*ild: X:\2012-PROJECTS\212.013 Cilatina\Calat@aliri, <br />- = " 1,-<u·,-' :E- F>u·..9.'.1 .Ji.-; . : :, 0:'.- .7.·jeMEAULC. ING.·.1-981261£·.Build:*12 9.*vet..6 1: <br />I?591««:r·'fl- pt?5*FUN.1-40 ..t··.iN=1424IQL,Raa®le! 926 1 <br />[3%*32#266#Zi ---:77-·-;-0'7J'=--97- -T-e- •-t· <br />Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 <br />Lo-ad Combinations Used : 2009 IBC & ASCE 7-05 <br />i..·932 "·et Mit·Metetr.... J,1 114/general nformatieri· · «., <br />Material Properties <br />fc : Concrete 28 day strength = <br />fy : Rebar Yield = <br />Ec : Concrete. Elastic Modulus = <br />Concrete Density = <br />9 Values Flexure · = <br />Shear = <br />Analysis Settings <br />Min Steel % Bending Reinf. = <br />Min Allow % Temp Reinf, = <br />Min. Overtoming Safety Factor = <br />Min. Sliding Safety Factor = <br />Add Ftg Wt for Soil Pressure <br />Use ftg wt for stability, moments & shears <br />Add Pedestal.Wt for Soil Pressure : <br />Use Pedestal wt for stability, mom & shear : <br />Soil Design Values <br />3.0 ksi Allowable Soil Bearing = 1.50 ksf <br />60.0 ksi Increase Bearing By Footing Weight = No <br />3,122.0 ksi Soil Passive Resistance (for Sliding) =250.0 pcf <br />145.0 pcf Soil/Concrete-Friction Coeff. -0.30 <br />0.90 <br />0.850 Increases based on footing Depth <br />Footing base depth below.soil surface = 1.50 110.00140 Allowable pressure increase per foot of dept16 0.250 ksf <br />0.00180 when footing base is below = ·1.50 ft <br />1,.50: 1 <br />1.50 : 1 Increases based on footing plan dimension <br />Yes Allowable pressure increase per foot of depl =0.0 ksf <br />Yes when maximum length orwidth is greater#0.0 ft <br />No <br />No 9Ebim#ililiBW.§32.-:,:Ij: 3--·.-7-:. ..,7 .7.©0/ro**4 · ·· <br />Width parallel to X-X Axis · =6.0 ft <br />Length parallel to Z-Z Axis =6.0 ft <br />·hy·. <br />Footing Thicknes · - = 18.0 in 15 A.M t.. 06 4 <br />L.·-/5 k. 7. A.;: 1 <br />2 .392 ?2 f )03.'. 2 d- 2-21@· Af <br />N .d .... 3..1. 49 2 <br />1 79-:.1 / 1 j <br />Pedestal dimensions... b <br />px : parallel to X-X Axis =0.0 in ··..2 .5.8-,·g .- 9: 3 <br />pz : parallel to Z-Z Axis -0.0 in 9 j:;:i?. , · · < 9 ..·:-..·i <br />Height 0.0 ih <br />Rebar Centerline to Edge of Concrete. · <br />at Bottom of footing = 3.0 in . <br />1 .1745 1-24) ikt: ...4 <br />.i &'laty W.'.: A-.2 1 <br />m· <br />a. <br />...L .0: ·, 3-'625-ig <br />11 <br />(PReinforcing 1, 1 IN' -11 6'-0, 61'1 1 17 1 <br />Bars parallel to X-X.Axis <br />Number of Bars · = 8.0 <br />Reinforcing Bar·Size = #5 <br />Bars parallel to Z-Z Axis <br />Number of Bars - 8.0 <br />Reinforcing Bar SizE =#5 IIn I <br />rEP,11" <br />IM 1 :11:...1 <br />Bandwidth Distribution Check (ACI 15.4.4.2) <br />Direction Requiring Closer Separation n/a <br />#Bars required Within zone n/a <br /># Bars required on each sideof zone n/a <br />r--1 Applied.LoeNIs' '· <br />'' B. /5¢h_ <br />k'ke.C'.:'Lut':.'t <br />lilit:i:, : 11 ·.20€··- 11<0''em. 2,-i.,4,-'.11 1 '4101 <br />D Lr L S W .E H <br />P : Column Load = 22.30 10.80 0.0 0.0 0.0 ··0.0 0.0 k <br />OB : Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf <br />M-xx =0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-fl <br />M-zz = * 0.0 0.0 0.0 0.0 0.0 0.0 ·0.Ok-ft * <br />V-X = 0.30 0.30 0.0 0.0 0.0 1.0 0.0 k <br />U = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k