Laserfiche WebLink
Title : CATALINA Job# 212-013« · Axial Engineering Group, Inc. <br />35> 7251 Owensmouth Avenue Engineer: LQ <br />0* Suite 4 ·Project Desc.: PROPOSED NEW OFFICE BUILDING <br />*:@ p: 818.902.0200 <br />*> f: 818.902.0232 <br />email: info@aeq-inc. net Printed 25 OCT 2012. 1.45PM <br />Fde x \2012-PROJECTS\212=913tatalina\Caks\Catalina ec6General Footing ENERCALC, INC 1983-2012, Build 6 12.9 26,.Ver 6 12.9.21- , 6831#k u :'/ Ab·'· '· / I'l ''tiE# FK¥@0600571427:",Af*43*kit 72 r. '.21 -' *·t: -:19}*td4%49*fidifi*#E.*12<4Illf#litheride¥fAXIAIRENGINEERINGiGROUR?IN <br />Description :Main Pad #1 , <br />I (6¢16 R¥!Ftdnd« c - <br />Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 <br />Load Combinations Used : 2009 IBC & ASCE 7-05 <br />General Infofmation , ·.1 <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 />31*Dimensions <br />Soil Design Values <br />3.0·ksi Allowable Soil Bearing = 2.0 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 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 or width is greater# ft <br />No <br />.. <br />Width parallel to X-X Axis =7.0 ft <br />Length parallel to Z-Z Axis , =7.0 ft <br />Footing Thicknes = 18.0 in WR <br />a .*.1, 1.--0,4 W,2,· >.2,21 0%,t. 4,6 '• <br />Pedestal dimensions... FL 9.Nihip'j ;i:-·. f f:.. 4 - 19.i 9 4,·f·px :parallel to X-XAxis = in <br />pz:parallel to.Z-ZAxis - in - - , - <br />Height in <br />Rebar Centerline to Edge of Concrete..92*138*.F € <br />at Bottom of footing =3.0 in <br />4 <br />11FOR¥!hfoming 1 7'-0'1 91 . , D <br />IE <br />f-Fl <br />lili liE ..42:'..... 2-11 1*433»»240 +L <br />'dEJCJ i,712„411'h' 6.1,1 -4- d <br />Bars parallel to X-X Axis <br />Number of Bars - 7.0 <br />Reinforcing Bar Size =#6 <br />Bars parallel to Z-Z Axis <br />Number of Bars =7.0 <br />Reinforcing Bar Siz,#6 11111'NI]1@ -,-31lilli!11 ,-·1. r 1 -- % <br />Bandwidth Distribution Check MCI 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 />8#iitild Ldids ' -1 <br />0 <br />4 <br />lili <br />111111 #3 <br />t.:1 <br />.m <br />D · Lr .L S WE H <br />P : Column Load = 50.0 29.0 k <br />OB : Overburden = . ksf <br />1 <br />fcza <br />M-xx =k-ft <br />M-zz k-ft <br />V-X 1.0 1.0 2.0 k <br />V-Z k