Question $2$a

Consider the floor beam on the right with

a concentrated live load of $9$ k and a

distributed load of $3\frac{k}{f}t(50\%$ is dead load

and $50\%$ is live load$).$ If a W$18$x$55$ with an

$F_y=50$ksi is used for the floor beam:

Does the beam work for bending?

Does the beam work for shear?

What is the expected deflection under:

Dead load only

Live load only

Dead $+$ Live load