Problem $2$

For the W$14$X$132$ member and applied loading shown in the figure, determine whether the

member is safe. Note that the loads in the figure are $25\%$ dead load and $75\%$ live load.

Bending is about both the x$-$axis and y$-$axis, and the steel has Fy$=50$ksi. The beam$-$column is

pin$-$pin $($i$.$e$.K_x=K_y=1\mathrm{.}0)$ and laterally supported at ends. The cross$-$section properties can be

found in the database. Feel free to use the beam design charts for determining beam strength.

Neglect self$-$weight.