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<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Fondansion: <br />Line 10 <br />Sheet no./rev <br />R1 <br />Calc. by <br />Eng. <br />Date <br />2025-09-21 <br />Chk'd by <br />DR.Jalalpour <br />Date <br />2025-09-21 <br />App'd by <br />DR.Rezaeian <br />Date <br />2025-09-21 <br />FOOTING ANALYSIS <br />In accordance with ACI318-19 <br />Overall design status PASS <br />Overall design utilisation; 0.818 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1226.72 1500 0.818 Pass <br />Moment, <br />positive kip_ft 0.82 22.5 0.036 Pass <br />Moment, <br />negative kip_ft 0.71 22.5 0.032 Pass <br />Shear kip 0.25 14.4 0.017 Pass <br />Pad footing details <br />Length of footing L=22.5 ft <br />Width of footing b=12 in <br />Footing area A=1.87 ft2 <br />Depth of footing H=32 in <br />Density of concrete mass=145 lb/ft3 <br />load case : Eh , W , Weight , D , L , Lr <br />Point loads <br />P (Kip) a (ft) loadCase <br />-0.27 6 Eh <br />-0.23 6 W <br />0.27 21.5 Eh <br />0.23 21.5 W <br />Page 230 of 290