Question: Using direct design method, compute moments in the column and middle strips along column line B . Assume the slab is 6 . 0 i

Using direct design method, compute moments in the column and middle strips along column line B. Assume the slab is 6.0in. thick and supports a superimposed dead load of 25 psf and a live load of 30 psf. There is no edge beam. The columns are all 14 in. square.
Using direct design method, compute moments in

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