DESIGN OF COMBINED FOUNDATION USING EXCEL SHEET I IS 456-2000 I CIVIL ENGINEERING I COMBINED FOOTING

[@unknowndesire07]

But why didn't you considered Mx, My, Mz , Fx and Fy from ETABS result and only took Axial Force Fz during footing design using excel ?

[@syedmaqsood445]

Because he designed it for axially loaded columns not for Uniaxial Or Biaxial columns

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