Assignment $8$

Problem $1$: Make your own span table.

From Table A$17\mathrm{.}1$ select any steel W cross section larger than W$12($these are all beam members$)$

a$)$ For a simply supported load case, what is a typical span for beam you selected?

b$)$ Complete the span table shown. Assume a total UDL $=100psf$

$\backslash$table$[[,,],[,,$maximum allowable stress $=45$ksi,maximum allowable deflection $=\frac{L}{360}$