Given: A ${32}^{\text{'}}$ wide $x{109}^{\text{'}}$ long building with intermediate beams spaced at $8-0^{\text{'}\text{'}}$ cic and spanning $32$: The roof live load is $20$ psf and the dead load is $12$ psf$.$

Find: a$)$ The linear load $($lb$/$ft$)$ on each of the intermediate beams and the end beams the point loads $($lb$)$ on the girders.

b$)$ Draw the loading diagram for the beams and girders, calculate the reactions at the ends of the beams and girders.