Table $8\mathrm{.}1$ Ultimate bending moment and shear force coefficients in one$-$way

spanning slabsDesign of a continuous one$-$way spanning slab design using EC$2$ Method and table $8\mathrm{.}1$

Design the continuous one$-$way spanning slab assuming the cover to the reinforcement is $25mm,$

$f_{ck}=35\frac{N}{m}{m}^2,f_{yk}=500\frac{N}{m}{m}^2$ and $10mm$ bars are used.

$Gk=5\mathrm{.}5k\frac{N}{m^2}$

$Qk=4\mathrm{.}5k\frac{N}{m^2}$

$($a$)$ Using the coefficients of $8\mathrm{.}1,$ and assuming that the end support is pinned, calculate the

Bending Moment and Shear Force

$($b$)$ Determine the longitudinal and transverse reinforcement for the middle of span $\frac{1}{2}$ and

$\frac{4}{5},$ at support $2$ and $4,$ at the middle of spans $\frac{2}{3}$&$\frac{3}{4}$ and support $3.$

$($c$)$ Carry out all necessary shear and deflection checks