Select the lightest W section $($A$992$ steel$)$ for the beam shown below. All forces are factored loads.

The concentrated loads are inclined $4$ degrees with respect the vertical line.

They do not pass through the shear center of the beam.

The beam is laterally braced at $R,S,T,$ and $U.$

Check the adequacy of the beam for bending strength using the AISC Manual aids.

Provide the number of the table or figure of the aids being used and the number of the equation.

Justify the use of them.

Self$-$weight causes bending moment only about the $\text{'}x\text{'}$ axis.

Disregard deflection requirements and shear strength.

$\backslash$table$[[$Student$\text{'}$s last name beginning with letter,W section to be selected$],[A$ to $L,$W $10],[M$ to $Z,$W $8]]$

Concentrated forces are inclined $4$ degrees with respect to the vertical line Both concentrated forces do not pass through the shear center of the beam

Self$-$weight causes bending moment only about the $\text{'}x\text{'}$ axis

All factored loads