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'-*. 1 Axial Engineering Group, Inc. <br />!* 7147 woodley Avenue <br />Nuys, CA 91406 <br /> 818-902-0200 <br />Title : CATALINA Job # 212-013 <br />Engineer: LQ <br />Project Desc.: PROPOSED NEW OFFICE BUILDING <br />General Footing <br />11 .4 1 1 1 1141 t . <br />1 1,- 1 411 1 ''r , 1-4 .1 I <br />Description Main Pad #2 <br />1 1 1, 1 <br />Printed: 27 JUL 2012, 11 :41 AM <br />FIA I (01 2 PF Ci IECTIC 12 II I I C 31 3|Ing#Cal[-1[313|Ing EI <br />EllEPOLC Ille 'Qb L21'Il Buildb IL 14 verE 12 b <br />,. Ti4,¢Er; . 1-44 .m.IY:TI.m. 12140:Wrfir€,Ne,IN <br />3n <br />General*Inforination " - - <br />Material Properties <br />fc : Concrete 28 day strength = 3. <br />fy : Rebar Yield · = 60. <br />Ec : Concrete Elastic Modulus =3,122. <br />Concrete Density =145. <br />9 Values Flexure = 0.9 <br />Shear =0.85 <br />Analysis Settings <br />Min Steel % Bending Reinf. =0.0014 <br />Min Allow % Temp Reinf. =0.0018 <br />Min. Overtuming Safety Factor = 1.5 <br />Min. Sliding Safety Factor 1.5, <br />Add FIg Wt for Soil Pressure : Ye <br />Use ftg wt for stability, moments & shears :Ye <br />Include Pedestal Weight as DL , N <br />Dimenkions <br />Width parallel to X-X Axis =6.0 ft <br />Length parallel to Z-Z Axis =6.0 ft <br />Footing Thicknes = 18.0 in <br />Pedestal dimensions... <br />px : parallel to X-X Axis 9 in <br />pz : parallel to Z-Z Axis . 3 in <br />Height in <br />Rebar Centerline to Edge of Concrete.. <br />at Bottom of footing -3.0 in <br />Reinfording- * . <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 Sin . = # 5 <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 side of zone n/a <br />Applied Loads <br />D <br />P : Column Load 28.0 <br />OB : Overburden = <br />2 Calculations per, ASCE 7-05 <br />Soil Design Values <br />O ka Allowable Soil Bearing = 2.0 ksf <br />0 ksi Increase Bearing By Footing Weight =No <br />0 ksi Soil Passive Resistance (for Sliding) =250.0 pcf <br />0 pcf Soil/Concrete Friction Coeff. = 0.30 <br />0 <br />0 Increases based on footing Depth <br />Footing base depth below soil surface =1.50 ft <br />O Allowable pressure increase per foot of deptl=0.250 ksf <br />0. when footing base is below = 1.50 ft <br />0:1 <br />0:1 Increases based on footing plan dimension <br />s Allowable pressure increase per foot of depl = ksf <br />s when maximum length or width is greater# ft <br />0 <br />. w <br />·(D <br />t1 <br />9 <br />6' 0" <br />'[EP R' 7 -2 21 - ..-: j '·fi; ·T? 1./1 &:12i] AIEZIIllII F ''· 5---,-·.:· '... 4 . ?:*,_jull' :-it:ir <br />E- Ii!!11!i;E:i ·- ... /1 - : % . ..1 -8-1!.59&./. ..... 1 - .1, 11...'= .. :==- ,,„-- „ J:,A·,nA,lt,;849•,JUrlllIlll!=· U,. |1 <br />Lr L .S W E H <br />15.0 - k <br />ksf <br />i· <br />1..1 <br />M-xx k-ft <br />M-zz k-ft <br />- <br />V-X 1.0 1.0 2.0 k <br />V-Z k