Use the Program to design the following load case:

$P_D=75$kips

$P_L=35$kips

$W_D=3\mathrm{.}0\frac{k}{f}t$

$W_L=2\mathrm{.}5\frac{k}{f}t$

Span is simply supported with a length of a$)L={45}^{\text{'}}$ and b $)L={68}^{\text{'}}.$ Lateral bracing at a$)0\mathrm{.}5$ L and b$)$ fully supported. Use A$992$ and W shape. Support your design with printed charts of the section used and show the capacity of at least two other sections that also are in the same vicinity. Results must be in a table. Check for deflection and Sher as well.