CM $232$: HW $3$ Spring $2024$

Problem $1$:

Compute the shear capacity $(v^{**}Vn)$ for the following sections assuming A$992$ Gr$.50$ steel $)=(50$ksi :

a$.$ W$24$x$84$

b$.$ W$12$x$45$

c$.$ W$10$x$33$

Problem $2$:

Compute the maximum deflection in inches for the following beams assuming A$992$ Gr$.50$ steel $(Fy=50$ksi $)$:

a$.$ W$10$x$33,L=18\text{'},$ w $=1\mathrm{.}67ki\frac{p}{f}t$

b$.W1636,L=20\text{'},w=2\mathrm{.}5ki\frac{p}{f}t$

c$.$ W$18$x$46,$ L $=24\text{'},$ w $=2\mathrm{.}29ki\frac{p}{f}t$

d$.$ W$21$x$57,L=27\text{'},$ w $=2\mathrm{.}5ki\frac{p}{f}t$