RC$1\_$Assignment $3$

Reinforced Concrete Design $(1)$

Assignment

Answer the following question:

The Figure below shows plan for floor system consists of solid slab and supported beams. The interior beam width $b=300mm$ and the slab thickness $t=110mm.$ The finishing load on the slab $FL=3\mathrm{.}0k\frac{N}{m^2}$ and the live load on the slab $LL=2\mathrm{.}0k\frac{N}{m^2}$

$\backslash$table$[[$Given:$,f_c^{\text{'}}=28$MPa,$f_y=420$MPa,Concrete cover $=40mm$