Problem $2(4$ points$).$ The floor plan below is patient rooms in a hospital. The rebar is grade A$529$ Gr$.55.$

Concrete is $4,500$ psi $($normal$-$weight concrete$).$ FOS $=1\mathrm{.}3.$ Please check the shear at section L$-$L$.$ Hint: Since

this is a quiz, the $V_{\text{m}\text{a}\text{x}}$ is precalculated for you.

Step $1$: $V_c=$

Step $2$: $V_s=$

Step $3$: $V_n=$

Step $4$: $V_{\text{m}\text{a}\text{x}}=29,850lb.$

Step $5$: Compare the Design and Existing