Problem $2-$ Wood Beam Analysis $(33$ points$)2)$ Given: Wood beams as shown. $2$x$12,$ Hem Fir, Fb$=850$ psi, Fv$=135$ psi All adjustment factors are $1\mathrm{.}0$ except C$=1\mathrm{.}15($bending$)$ Co$=1\mathrm{.}15($bending and shear$)$ Snow Load $=25$ PSF$,$ Dead load $=10$ PSF $18-0918-0"18-094$x$1215-0115\text{'}-0"$ Determine: Check the $4$x$12$ beam $(3\mathrm{.}5"$x$11\mathrm{.}25")$ for bending and shear. W $=$ M$=$ fb $=$ OK$?$ V$=$ fv $=$ OK$?$ Draw the loading diagram on the $10$x$16$ girder. Calculate the point loads.