$f_y=60,000,E_s=29{10}^6,f_c^{\text{'}}=4500$

Beam$-$ column plan of a single$-$story building is shown in the figure. All the beams but two are $12$ in wide. The internal clear height is minimum ${10}^{\text{'}}-0^{\text{'}\text{'}}.$ A beam system connects the columns $($i$.$ e; each column is connected by two beam $-$ one at top and another at the ground level$).$

Uniform live load $1200lb\frac{f}{f}{t}^2$ on the slab only and no additional dead load, only weight of concrete which you need to consider. Assume, unit weight of concrete is $150$ pcf$.$

Find the Minimum Safe Depth of the

$\backslash$table$[[$Structural Elements,Points$],[$Slab: S$2$ and S$3,202$