Laserfiche WebLink
<br />Sazan <br /> <br />Project: <br />1011 <br /> Job Ref. <br />B <br />Fondansion: <br />B <br />Sheet no./rev <br />R1 <br />Calc. by <br />N.K <br />Date <br />2023/02/02 <br />Chk'd by <br /> <br />Date <br />2023/02/02 <br />App'd by <br /> <br />Date <br />2023/02/02 <br />FOOTING ANALYSIS <br />In accordance with ACI318-19 <br />Overall design status PASS <br />Overall design utilisation; 0.468 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 701.29 1500 0.468 Pass <br />Moment, <br />positive kip_ft 10.11 17.78 0.569 Pass <br />Moment, <br />negative kip_ft 0 20.82 0 Pass <br />Shear kip 4.385 17.78 0.247 Pass <br />Pad footing details <br />Length of footing L=18.16 ft <br />Width of footing b=16 in <br />Footing area A=2.02 ft2 <br />Depth of footing H=24 in <br />Density of concrete mass=145 lb/ft3 <br />load case : W , Eh , D , L , Lr <br />Point loads <br />P (Kip) a (ft) loadCase <br />-4.6 0.5 W <br />-4.43 0.5 Eh <br />4.4 17.5 W <br />4.5 17.5 Eh <br />0.696 2.84 D <br />0.041 2.84 L <br />0.76 2.84 Lr <br />-0.554 2.84 W <br />0.696 15.4 D <br />0.041 15.4 L <br />0.76 15.4 Lr <br />Page 103 of 108 <br />1011 W Second St <br />5/1/2025