Laserfiche WebLink
<br />Sazan <br /> <br />Project: <br />922 <br /> Job Ref. <br />1 <br />Foundation: <br />PAD HARDY <br />Sheet no./rev <br />R1 <br />Calc. by <br />Eng. <br />Date <br />2025-07-06 <br />Chk'd by <br />DR.Jalalpour <br />Date <br />2025-07-06 <br />App'd by <br />DR.Rezaeian <br />Date <br />2025-07-06 <br />FOOTING ANALYSIS <br />In accordance with ACI318-19 <br />Overall design status PASS <br />Overall design utilization: 0.829 <br />Description Unit Applied Resisting Utilization Result <br />Soil bearing Ksf 1654.2 1995 0.829 Pass <br />Moment, <br />positive kip_ft 8.36 26.22 0.319 Pass <br />Moment, <br />negative kip_ft 4.72 26.22 0.18 Pass <br />Shear kip 5.901 22.88 0.258 Pass <br />Pad footing details <br />Length of footing L=7.7 ft <br />Width of footing b=26 in <br />Footing area A=1.39 ft2 <br />Depth of footing H=24 in <br />Density of concrete mass=145 lb/ft3 <br />load case : Eh , W , D , Lr , Weight <br />Point loads <br />P (Kip) a (ft) loadCase <br />-8.17 2.85 Eh <br />-4.59 2.85 W <br />8.17 4.85 Eh <br />4.59 4.85 W <br />1.48 2 D <br />0.71 2 Lr <br />-0.6 1.9 W <br />1.5 5.7 D <br />Page 279 of 290