(Solved): Q2: For the ribbed slab plan with section as shown below: 1- determine the total slab thickness. 2- ...

Q2: For the ribbed slab plan with section as shown below: 1- determine the total slab thickness. 2- design the topping slab. 3- design the rib for flexure and shear, the envelope moment and shear diagrams are shown using coefficient method 4- design the beam B1, B2 for flexure and shear, the envelope moment and shear diagrams are shown Compressive strength of concrete fe \( =25 \mathrm{mpa} \) yield strength of steel \( f_{j}=400 \mathrm{mpa}, f_{y 1}=400 \mathrm{mpa} \) LL \( -2 \mathrm{kn}^{2} \) DL \( =25 \mathrm{knlm}^{2} \)