use stirrups b$=8$ and not span$=165\mathrm{.}1$ The simply supported beam of $16-$ft span, shown

in the figure for Problem $5\mathrm{.}1,$ is to carry a uni$-$

form dead load of $1\mathrm{.}6$kip$\frac{s}{f}t($including beam

weight$)$ and a uniform live load of $2\mathrm{.}6$kip$\frac{s}{f}t.$

Use $f_c^{\text{'}}=3500$ psi and $f_9=60,000$ psi.

$($a$)$ Determine the adequacy of the #$3$ U stirrups

that are spaced at $8$ in $.$ Use the simplified

method with constant $V_e.$

$($b$)$ Draw superimposed on the factored shear $V_u$

diagram the diagram of strength provided

$V_v.$ From the comparison of ${}_n$ with $V_a,$

determine if the stimups are adequate for the

entire beam. If not, make recommendations to

obtain a beam having adequate shear strength. Using the stirrups distance $8$in and not span if $16$