Question $1(50$ Points$)$: Determine the longitudinal reinforcing area for the supports and spans of the one$-$way continuous slab after checking the safety stresses on soil and shear force capacity. Assume a linear variation for the moment. The cross$-$section of the columns is the same and equal to $0\mathrm{.}40m0\mathrm{.}40m.$ Safety stress of soil is $q_t=350k\frac{N}{m^2}.C\frac{30}{S}420.$

Note:

$x$: Last digit $of$ your student number $+1$

$y$: Last two digits $of$ your student number $+1$

$a=[100(x+1)]kN$

$b=[150(x+1)]kN$

$c=[120(x+1)]kN$

Note:

$x$ : Last digit of your student number $+1$

$y$ : Last two digits of your student number $+1$

$a=[100(x+1)]kN$

$b=[150(x+1)]kN$

$c=[120(x+1)]kN$