Consider the floor system shown in plan view. The girders are W $1482$ steel beams $($self $-$weight is $82l\frac{b}{f}t),$ and the beams are W $1422$ steel beams $($selfweight is $22l\frac{b}{f}t).$ the slab is a reinforced concrete slab $4$ in deep. Assume the concrete weights $150l\frac{b}{f}{t}^3.$ Determine the dead load carried by:

The slab: osf

Beam BE $l\frac{b}{f}t$

Column E

lb $($extra credits$)$