A simply supported rectangular beam with b$=16$in and d$=19\mathrm{.}5$ in$,$

and with No$\mathrm{.}4$ Grade $40($fyt$=40000$psi$)$ stirrups at s$=10$in$,$ spans

$16$ft$,$ supports a total factored uniform load of $8$ kips$/$ft including

its own dead load. It is built of $4500$ psi normal weight concrete

and contains $4$ No$.10$ Grade $60$ bars that extend $5$in past the

centers of the supports at each end. Does this beam satisfy ACI

code?