Q$1)$ For the R$.$C$.$ two$-$way slab

system shown, the slab carries a uniformly distributed dead load of $2\mathrm{.}6k\frac{N}{m^2}$ in addition to its self$-$weight and a live load of $4\mathrm{.}79k\frac{N}{m^2}.$ Use slab thickness of $140mm$ and the negative moment at the continuous edge of panel $2$ is $32\mathrm{.}25kN.m.$ All columns are $300300mm$ and beams are $300600mm.$ If $f_c^{\text{'}}=25$MPa,$f_y=400$MPa, use the moment coefficient $($method III$)$ to calculate:

A$.$ The required negative steel reinforcement at the continuous edge in the short direction of panel $1.$

B$.$ Check the ACl deflection requirements of panel $1.$

Figur