For the given framing plan, find out the final load transferred on each beam, girder,

and column. Draw load diagrams for all beams, girders, and columns. Determine

support reactions for the beams and girders. $(70$ Points$).$

Use:

Live load $=150$ PSF

Dead load excluding weight of the slab $=20$ PSF

Thickness of concrete slab $=6$ inch

The beams and girders are flushed on the top.

Show your final results in a table indicating the beam$/$girder$/$column # and the total load over it

$($use line diagrams to represent a beam or girder and then show the load over it$).$