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<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Foundation: <br />PAD C6 <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: 0.681 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1021 1500 0.681 Pass <br />Moment, <br />positive kip_ft 1.1 24.2 0.045 Pass <br />Moment, <br />negative kip_ft 0.02 24.2 0.001 Pass <br />Shear kip 2.183 21.12 0.103 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 />1.2 1 D <br />1.13 1 L <br />1.13 1 Lr <br />-1.16 1 W <br />Page 256 of 290