HW $2$

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 $W1422$ 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:

ssf

Beam BF

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

Column E lb $($extra credits$)$

$4$@${15}^{\text{'}}$