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<br />Sazan <br /> <br />Project: <br />1011 <br /> Job Ref. <br />A <br />Fondansion: <br />A <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; 0.442 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 881.8 1995 0.442 Pass <br />Moment, <br />positive kip_ft 8.25 23.85 0.346 Pass <br />Moment, <br />negative kip_ft 0 27.93 0 Pass <br />Shear kip 2.191 23.85 0.092 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 : Eh , W , Lr , D , L <br />Point loads <br />P (Kip) a (ft) loadCase <br />-1.7 0.5 Eh <br />-1.72 0.5 W <br />1.7 17.5 Eh <br />1.72 17.5 W <br />-1.08 9 W <br />1.3 9 Lr <br />0.89 9 D <br />Page 97 of 108 <br />1011 W Second St <br />5/1/2025