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<br />Sazan <br /> <br />Project: <br />1011 <br /> Job Ref. <br />1 <br />Fondansion: <br />1 <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; 0.545 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 818.03 1500 0.545 Pass <br />Moment, <br />positive kip_ft 8.92 19.08 0.468 Pass <br />Moment, <br />negative kip_ft 0 25.45 0 Pass <br />Shear kip 2.237 19.08 0.117 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 />-0.97 0.5 Eh <br />-0.85 0.5 W <br />0.97 21.5 Eh <br />0.85 21.5 W <br />0.893 8.9 D <br />0.29 8.9 L <br />0.825 8.9 Lr <br />-0.673 8.9 W <br />0.893 13 D <br />0.29 13 L <br />0.825 13 Lr <br />Page 85 of 108 <br />1011 W Second St <br />5/1/2025