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<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Fondansion: <br />Line 9 <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; 0.78 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1170.33 1500 0.78 Pass <br />Moment, <br />positive kip_ft 0.85 23.72 0.036 Pass <br />Moment, <br />negative kip_ft 0.75 19.4 0.039 Pass <br />Shear kip 0.583 10.4 0.056 Pass <br />Pad footing details <br />Length of footing L=17.5 ft <br />Width of footing b=8 in <br />Footing area A=0.97 ft2 <br />Depth of footing H=34.5 in <br />Density of concrete mass=145 lb/ft3 <br />load case : Eh , W , D , L , Lr , Weight <br />Point loads <br />P (Kip) a (ft) loadCase <br />-0.8 1 Eh <br />-0.68 1 W <br />0.8 16.5 Eh <br />0.68 16.5 W <br />Page 225 of 290