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<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Foundation: <br />PAD JHDR9-LEFT <br />Sheet no./rev <br />R1 <br />Calc. by <br />Eng. <br />Date <br />2025-07-05 <br />Chk'd by <br />DR.Jalalpour <br />Date <br />2025-07-05 <br />App'd by <br />DR.Rezaeian <br />Date <br />2025-07-05 <br />FOOTING ANALYSIS <br />In accordance with ACI318-19 <br />Overall design status PASS <br />Overall design utilization: 0.566 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 849.75 1500 0.566 Pass <br />Moment, <br />positive kip_ft 0.83 24.2 0.034 Pass <br />Moment, <br />negative kip_ft 0 24.2 0 Pass <br />Shear kip 1.643 21.12 0.078 Pass <br />Pad footing details <br />Length of footing L=2 ft <br />Width of footing b=24 in <br />Footing area A=0.33 ft2 <br />Depth of footing H=24 in <br />Density of concrete mass=145 lb/ft3 <br />load case : D , L , Lr , W , Weight <br />Point loads <br />P (Kip) a (ft) loadCase <br />0.95 1 D <br />0.9 1 L <br />0.78 1 Lr <br />-0.78 1 W <br />Page 273 of 290