Problem $3$:

Given: Floor Structural Framing plan is shown below. The floor

is constructed of $4$ in$.$ thick reinforced concrete and supported

with W$14$ x $22$ spaced $5$ ft $.$ on center and must support a

uniform live load of $100$ psf $.$ There will be moveable steel

partitions on the floor and a suspended ceiling below. Include $10$

psf of dead load for miscellaneous utilities supported by the

structural steel and a carpeted floor finish.

Find: Maximum design load on the interior beams $($plf$)$ using

ASD and LRFD methods according to ASCE $7-22.(20)$