A simple supported beam spanning $26$ ft has width of ${16}^{\text{'}\text{'}}$ and height of ${30}^{\text{'}\text{'}},$ and carries a

superimposed uniform service dead load of $1\mathrm{.}5\frac{k}{f}t($excluding beam self$-$weight$)$ and uniform

distributed service live load of $3\frac{k}{f}t.$

The beam has $2$#$8$ compression bars and $8$#$8$ tension bars in two layers $(4$ bars in each layer

with $1^1$ clear vertical spacing between the layers$).$

Assume $f^{\text{'}}c=5$ksi,$fy=60$ksi, #$4$ stirrups, and ${1\mathrm{.}5}^{\text{'}\text{'}}$ clear concrete cover all around.

a$)$ Is the beam design tension$-$controlled?

b$)$ Does the beam reinforcement meet the minimum specified by ACI $318-19$ Building Code?

c$)$ Does this beam have adequate capacity to resist applied loads?

step by step please!