For the floor system shown below, determine the maximum stress in the steel and concrete if fully shored construction is used. The beam is simply supported with a span $=30\text{'}$ as shown.

Self weight of concrete $=150lb\frac{s}{f}{t}^3$

I of $W14x26=245i{n}^4$

E steel $=29,000$ksi

A of $W1426=7\mathrm{.}69i{n}^2$

E concrete $=3,222$ksi

Height of W$14$X$26=13\mathrm{.}9$ in

$D=10$ psf $+$ self weight

$L=50psf$

$b_0=8^{\text{'}}$

$b_0=8^{\text{'}}$

For the floor system shown in HW $1,$ determine the maximum stress in the steel and concrete if unshored construction is used.