In the given slab system

a$.$ Determine the type of slabs, the required slab thickness and the loads $(30$ p $)$

b$.$ Calculate the internal forces $(30$ p $)$

c$.$ Design, check the constructive rules and place the reinforcement $(40$ p $).$

Material: C$25/$S$420$

All beams: $\frac{25}{50}$

Loads: Finishing $+$ Mortar $g_1=1\mathrm{.}5k\frac{N}{m^2}$

${}_r=25k\frac{N}{m^2}$

For slabs $q=2\mathrm{.}0k\frac{N}{m^2}$

For balcony $q_b=5k\frac{N}{m^2}$

Parapet Load $($balcony$)=2\mathrm{.}0k\frac{N}{m}$

will use this diagram to determine internal es for D$3.$

In the given slab system

a$.$ Determine the type of slabs, the required slab thickness and the loads $(30$ p $)$

b$.$ Calculate the internal forces $(30$ p $)$

c$.$ Design, check the constructive rules and place the reinforcement $(40$ p $).$

Material: C$25/$S$420$

All beams: $\frac{25}{50}$

Loads: Finishing $+$ Mortar $g_1=1\mathrm{.}5k\frac{N}{m^2}$

${}_r=25k\frac{N}{m^2}$

For slabs $q=2\mathrm{.}0k\frac{N}{m^2}$

For balcony $q_b=5k\frac{N}{m^2}$

Parapet Load $($balcony$)=2\mathrm{.}0k\frac{N}{m}$

will use this diagram to determine internal es for D$3.$

$(1)$

$(2)$

$(3)$

$(1)$

$(2)$

$(3)$