One$-$Way Slab Problems

CE$4347-$Reinforced Concrete Design

HW$07$

Student Name

UTA ID:

Civil Engineering

Problem $1$: For the given one$-$way slab $($with a $9\mathrm{.}5$ in thickness$)$ supported by beams as shown below, calculate the required spacing of #$4$ rebar at locations B$,$ C and D$,$ also check for the maximum shear and mention where it happens. Assume the concrete cover to be $1$ in $.$ Also assume $f^{\text{'}}c=5$ksi,$f_y=60$ksi, normal weight concrete. The slab dead and live loads are $W_D=75psf,W_L=100psf,$ respectively; and the clear span length is $L_n=18ft.$ Also, include the self$-$weight of the slab as dead load $($concrete density is $150$ pcf$).$