SECTION THROVGHH BUILDING

$($Continuous foundation$)$

Time left $2$:$45$:$21$

Along rafter length:

Roof pitch: $9$:$12$

Dead load $($roofing $+$ sheathing $+$ ceiling $+$ rafters$)=10$ psf

Live load $($snow$)=70$ psf

Ridge beam spans $16$ feet from column support to column support

Please round to the nearest one$-$tenth $($i$.$e$.,0\mathrm{.}1).$

Determine the equivalent $($horizontally projected$)$ total load on the rafters $=l\frac{b}{f}t$

Determine the load per foot on the bearing wall $($at the bottom$),$ including the wall weight $($wall dead load $=9$ psf and wall height, $H=8ft)=l\frac{b}{f}t$

Determine the load per foot on the ridge beam $=l\frac{b}{f}t$

Determine the load on the Interior column $=$ lb