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<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Foundation: <br />PAD JHDR4-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: 0.798 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1197.22 1500 0.798 Pass <br />Moment, <br />positive kip_ft 4.18 36.3 0.115 Pass <br />Moment, <br />negative kip_ft 0 36.3 0 Pass <br />Shear kip 5.404 31.68 0.171 Pass <br />Pad footing details <br />Length of footing L=3 ft <br />Width of footing b=36 in <br />Footing area A=0.75 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 />3.35 1.5 D <br />2.71 1.5 L <br />2.55 1.5 Lr <br />-2.55 1.5 W <br />Page 267 of 290