Determine whether the size given is acceptable for the situation. We have provided the $V_{\text{r}\text{e}\text{q}},$

$M_{\text{r}\text{e}\text{q}\text{,}\text{a}\text{n}\text{d}\text{a}\text{c}\text{t}\text{u}\text{a}\text{l}}$ DTL and DLL as well as the beam's span. Use the information provided to

calculate the $V_{\text{c}\text{a}\text{p}},M_{\text{c}\text{a}\text{p}},$ and the code required limits for DTL and DLL$.$ Based on your findings,

mark whether the beam works for each of the criteria listed.

Beam $1$:

Size: $W2173$

Span $=30ft$

Vreq $=60k$

Mreq $=450k-ft$

$DTL=1\mathrm{.}57$ inches $(calculated)$

$DLL=1\mathrm{.}18$ inches $(calculated)$

Does this W$21\backslash$times $73$ work for this scenario?

Shear:

$yorN?$

Moment:

yor $N?$

DTL:

$yorN?$

DLL:

$yorN?$

Does beam work!