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<br />Sazan <br /> <br />Project: <br />1011 <br /> Job Ref. <br />2 <br />Fondansion: <br />2 <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; 0.41 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 614.37 1500 0.41 Pass <br />Moment, <br />positive kip_ft 8.75 19.08 0.459 Pass <br />Moment, <br />negative kip_ft 0 25.45 0 Pass <br />Shear kip 1.727 19.08 0.091 Pass <br />Pad footing details <br />Length of footing L=22.1 ft <br />Width of footing b=12 in <br />Footing area A=1.84 ft2 <br />Depth of footing H=24 in <br />Density of concrete mass=145 lb/ft3 <br />load case : Eh , W , D , L , Lr <br />Point loads <br />P (Kip) a (ft) loadCase <br />-0.78 0.5 Eh <br />-0.7 0.5 W <br />0.78 21.5 Eh <br />0.7 21.5 W <br />0.918 11 D <br />0.12 11 L <br />1.023 11 Lr <br />-0.842 11 W <br />Page 91 of 108 <br />1011 W Second St <br />5/1/2025