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Axial Engineering Group, Inc <br />7251 Owensmouth Avenue <br />Suite 4 <br />p: 818.902.0200 <br />f: 818.902.0232 <br />email: info@aeq-inc.net <br />.)0*n*041.F*tjng <br />Description : Main Pad #3 <br />Title : CATALINA Job# 212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED'NEW OFFICE BUILDING <br />PAnted 27 DEC 2012,11-01AM <br />3IO GIll PPOIErTc\mill , ralilindrall iL-Ildi;Ii7'-1 <br />El IEP' UL, 11 IL 1111 -.UI2 Biilld h I-421 #4-1 6 1242h _/ <br />F*3FENfences - -r. - <br />Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 <br />Load·Combinations Used : 2009 IBC & ASCE 7-05 <br />ti*eriWidl.Info,?Matiort - -777-3 -, ,-, .71 <br />Material Properties <br />fc : Concrete 28 day strength = <br />fy : Rebar Yield - <br />Ec : Concrete Elastic Modulus = <br />Concrete Density = <br />p Values · Flexure <br />Shear = <br />Analysis Settings <br />Min Steel % Bending Reinf. = ( <br />Min.Allow % Temp Reinf. = ( <br />Min. Overtuming Safely Factor = <br />Min. Sliding Safety Factor = <br />Add FIg Wt for Soil Pressure : <br />Use ftg wt for stability, moments & shears : <br />Add Pedestal Wtfor Soil Pressure : <br />Use Pedestal wt for stability, mom & shear : <br />34¤!fflefs'unst:, .,·4· ...,·Ull.'.1, :.,1,1.-.111:..hill.i.1.:t i:.1,'· <br />Width parallel to X-X Axis = ·5.0 ft <br />Length parallel to Z-Z Axis =5.0 ft <br />Footing Thicknes = 18.0 in <br />Pedestal dimensions... <br />px : parallel to X-X Axis = in <br />pz : parallel to Z-Z Axis - in <br />Height in <br />Rebar Centedine to Edge of Concrete.. <br />at Bottom of footing = 3:0 in <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 pd 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 ft <br />).00140 Allo*able pressure increase per foot of deptl=0.250 ksf <br />).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 = ksf <br />Yes when maximum length or width is greater# 1 <br />No <br />No <br />I ' .· -&-=.v./*.ar-34-: ·- ns.:-/:Ce€·.·'I <br />02 ·. t. 15-PU...4 i.· 4; ! 29 <br />& 2 ifti ' .'.-3.F :til·'ti : if}i:., '1 i. 2.2.1: X <br />LO P : , ,4. l. j i.2 :%·59 il¢1-,> , f f ·.-: ).iy if 34 ·:. .1. ·: .. il g. pi 92. tf-ji: WM 3-12?-- 11*59 -»*-4 t;%93-13€,it.4 -2-22.3 ¥1 5 - <br />-ff J·,03' i{99..' ..r. t.:.ff;t·4 :·.-1 ji.·0.;.'5 9. <br />#:i. ·-' ···..y·tia 4 9.' ja I.k,-.&_*F <br />Ekijifotcing , 510" 9 <br />Bars parallel to X-X Axis y . <br />Number of Bars -7.0 <br />Reinforcing Bar Size = #5 <br />Bars parallel to· Z-Z Axis <br />Number of Bars = 7.0 <br />Reinforcing Bar Size = #5 En <br />i 111,1 <br />14 2.1 <br />Bandwidth Distribution Check (ACI 15.4.4.2) <br />Direction Requiring Closer Separation n/a <br /># Bais required within zone n/a <br /># Bars required on each side of zone n/a <br />J, Applied Loads t- :, : 'i... - n. il : 1 <br />'11111 111111 <br />1 <br />WE)* 0#VIIIm 1 - <br />Iii ]1 <br />l 111·.4 <br />1 .....t - 1 <br />' · · i i,-i#WK'= , 64.0 - ·2 "" '111 '11' " <br />lili '1111111- <br />111,111 11,1,1,411 <br />11. 111'111'1 'lili 11 111 <br />Dir L S W.E.H <br />P : Column Load = 12.60 7.30 k <br />OB : Overburden = ksfM-xx =1<-ftM-zz = k-ft <br />V-x = 0.30 0.30 1.0 k <br />V-Z =k'