W$2144$ as shown A$992$ Steel F$\_$y$=50$ ksi Beam is beaced by slab Live Load $=50$ PSF$,$ Dead load $-$ see loading. See framing plan$\mathrm{.}3\mathrm{.}1$ Given: W$2144$ as shown

A$992$ Steel $F_y=50$ksi

Beam is braced by slab

Live Load $=40$ PSF$,$ Dead load $-$ see

loading. See framing plan.

Determine: Is the beam adequate?

Check bending, shear and deflection.

The dead load deflection limit is $\frac{L}{240}$

The live load deflection limits is $\frac{L}{360}$

$W_U=,$

$M_U=,$

$M_n=,O{K}^{\text{'}}$

$V_U=,$

$V_n=,O{K}^{\text{'}}$

${}_L=,O{K}^{\text{'}}$

${}_T=,O{K}^{\text{'}}$