The 12 in by 20 in column of the frame shown in figure is subjected to an axial load ( P_{D}=200 ) kips and a moment ( mathrm{M}_{ mathrm{D}}=120 mathrm{~K} )-ft due to dead load and an axial load ( mathrm{P}_{ mathrm{L}}=160 mathrm{kips} ) and a moment ( mathrm{M}_{ mathrm{L}}=110 mathrm{~K} )-ft due to live loa solutionspile.com

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The 12 in by 20 in column of the frame shown in figure is subjected to an axial load \\( P_{D}=200 \\) kips and a moment \\( \\mathrm{M}_{\\mathrm{D}}=120 \\mathrm{~K} \\)-ft due to dead load and an axial load \\( \\mathrm{P}_{\\mathrm{L}}=160 \\mathrm{kips} \\) and a moment \\( \\mathrm{M}_{\\mathrm{L}}=110 \\mathrm{~K} \\)-ft due to live load. The base of the footing is \\( 4 \\mathrm{ft} \\) below the final grade. Design the footing using fe' \\( =3 \\mathrm{ksi} \\), fy \\( = \\) \\( 40 \\mathrm{ksi} \\) and the allowable soil pressure is \\( 4 \\mathrm{ksi} \\). Scanned with CamScanner

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