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Axial Engineering Group, Inc. <br />7251 Owensmouth Avenue <br />Suite 4 <br />Title : CATALINA Job# 212-013 <br />Engineer: LQ <br />Project Desc.:- PROPOSED NEW OFFICE.BUILDING <br />K/ p: 818.902.0200 <br />00 f: 818.902.0232 <br />email: info@aeq-inc:net[fdVA67&iI;F46h4·:·fi.· T·1.· 51",ti f.i,·?y..1.i. f.fj.2-j.>·-·if;?]4·13„. 2..1·fli.I{ if1Ji-..Sl¢l,?:\2012'PRO.JECT.s?1.,6013(t4@91¢1 <br />Description : Main Pad #1 <br />%96*Rofetences L ,--4 <br />Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 <br />Load Combinations Used : 2009 IBC & ASCE 7-05 <br />. .· ..4-Genera Information , -0 <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. Overtuming 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 />.0:Diftietis,*ns r , 1 11 --1 ......1 -· .. <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 p.cf 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 />0.00140 Allowable pressure increase per foot of deptl=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 = ksf <br />Yes when maximum length of width is greater# ft <br />No <br />No. <br />. Width parallel to X-X Axis =8.0 ft <br />Length parallel to Z-Z Axis =8.0 ft <br />Footing Thicknes = 18.0 in - 1....=-= <br />mit j, ;?9.9 <br />-'.:*.1 <br />Pedestal dimensions... <br />px : parallel to X-)< Axis = <br />pz : parallel to Z-Z Axis + * <br />Height <br />Rebar Centerline to Edge of Concrete.. <br />at Bottom of footing = <br />in <br />in <br />in <br />3.0 in <br />·'i-'.'34; b: 1· · 8 1 .-1 J 9.93 ;9 -1 % 4'. i . ·14>4«tr Lf·a....:. '< :4: 2.' 9./91'f--1 .%,-9 - <br />r. <br />6 <br />*·:-9..'·1?'f' <it'-4.. 2,'•412,2.; i:PME·*'(·4:4 c ?·2· 0.& C ap:'A 1.A·32 293- J <br />}111¥·,2% 41:tilNNN 32 :.f - m <br />4:·42# 33:il *i i.:· m N¥; Pi 3 1.-31. i o <br />28*inforbing Ill 1 -, 68'-0" 9 <br />L <br />Bars parallel to X-X Axis <br />Number of Bars . - 8.0 <br />Reinforcing Bar Size = #6 <br />'Bars parallel to Z-Z Axis <br />Number of Bars = 8.0 <br />Reinforcing Bar Sin = #6 odl <br />r- . .i, <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 />1 *pli#41-beias -' 1 <br />IiI i:19....2 - .2... 767.3.- .947-a-",la ,:"mgh.11111' K.'·:%'4·41:';0·,%4·f.?- i NSM. :dlti:i:,i:il"i-9? . ,--.27 *-br .:. : : ..10,-# , .'|',iI'.i,:4*bk:M:4:il:qNe.,-·.i•:.4.. ,.IN!'mt'D. <br />;C-JCK,12Ja'COUuw w •c .-£hoCUIN, Lili,Ing U) •A <br />DLr·LSWEH <br />P : Column Load = ' 50.0 29.0 k <br />OB : Overburden = . . . ksf <br />M-xx =k-ft <br />M-zz =k-ft <br />V-X 1.0 1.0 2.0 k <br />V-Z ·k