Homework $6$

$1.)$ What is the factored load capacity $W($resulting from a uniformly distributed load$)$ for a W$16$x$36,$ Fy $=50$ksi, with a span of $20ft($self$-$weight of the beam included$)?$

$2.)$ There are three cases involving the slenderness ratio of a wide flange steel beam to be reviewed to determine the design shear capacity $(Vn)$ of the beam. True or False?

$3.)$ The first number of a steel $K$ series open web joist is the nominal depth. True or False?

$4.)$ With a span of $30ft$ what is the safe factored load for a $16K6$ in $lb\frac{s}{f}t,$ if deflection is not an issue?

$5.)$ With a span of $30ft$ what is the safe factored load for a $16K6$ in $lb\frac{s}{f}t,$ if deflection is limited to $\frac{L}{360}?$