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<br />Sazan <br /> <br />Project: <br />606 <br /> Job Ref. <br />1 <br />Fondansion: <br />LINE C <br />Sheet no./rev <br />R1 <br />Calc. by <br />Eng. <br />Date <br />2025-07-08 <br />Chk'd by <br />DR.Jalalpour <br />Date <br />2025-07-08 <br />App'd by <br />DR.Rezaeian <br />Date <br />2025-07-08 <br />FOOTING ANALYSIS <br />In accordance with ACI318-19 <br />Overall design status PASS <br />Overall design utilisation; 0.685 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1027.4 1500 0.685 Pass <br />Moment, <br />positive kip_ft 13.28 16.23 0.818 Pass <br />Moment, <br />negative kip_ft 14.97 16.23 0.922 Pass <br />Shear kip 2.135 14.17 0.151 Pass <br />Pad footing details <br />Length of footing L=30 ft <br />Width of footing b=12 in <br />Footing area A=2.5 ft2 <br />Depth of footing H=24 in <br />Density of concrete mass=145 lb/ft3 <br />load case : Eh , W , Lr , Weight , D , L <br />Point loads <br />P (Kip) a (ft) loadCase <br />2.1 8.5 Eh <br />2.2 8.5 W <br />-2.1 0.5 Eh <br />-2.2 0.5 W <br />0.1 8.7 Lr <br />1.1 9.3 Lr <br />0.4 16.2 Lr <br />0.3 22.1 Lr <br />0.5 27.7 Lr <br />Page 196 of 213