using direct design method compute moments in the column and middle strips along line B$.$

Assume the slab is $6\mathrm{.}0$in 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 $14i{n}^2$

PLEASE DO IT STEP BY STEP

WITH ALL THE CALCULATIONSusing direct design method compute moments in the column and middle strips along line B$.$

Assume the slab is $6\mathrm{.}0in$ thick and supports a superimposed dead load of $25psf$ and a live load of

$30$ psf$.$ there is no edge beam. the columns are all $14i{n}^2$

RLEADE VU II JICK DI JIER

WITH ALL THE CALCULATIONS