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<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Fondansion: <br />Line 11 <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; 1 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1358.85 1330 1.022 Pass <br />Moment, <br />positive kip_ft 7.73 25.6 0.302 Pass <br />Moment, <br />negative kip_ft 5.75 25.6 0.225 Pass <br />Shear kip 2.709 15.36 0.176 Pass <br />Pad footing details <br />Length of footing L=10 ft <br />Width of footing b=12 in <br />Footing area A=0.83 ft2 <br />Depth of footing H=34 in <br />Density of concrete mass=145 lb/ft3 <br />load case : Eh , W , Weight , L , Lr <br />Point loads <br />P (Kip) a (ft) loadCase <br />-3.16 4.2 Eh <br />-2.65 4.2 W <br />3.16 9 Eh <br />-2.65 9 W <br />Page 235 of 290