Steps for Structural Analysis Civil Engineering. Please ignoe handrwitten marks.

$(6$ points$)$ Compute the dead load as a function of its length $($direction inside the page$)$ of a typical $2$ in $16$ in Hem Fir wood beam of the floor system shown in the figure. Notice that the actual sizes of the wood beams are $\frac{1}{2}$ in smaller.

$0\mathrm{.}75(4)=3$

$\backslash$table$[[$Hem Fir,$28l\frac{b}{f}{t}^3$