Dear structural , with the attached figure , the calculation is don according to the Swedish code , no min reinforcement like aci code ,, no beam ,the calculation don by using FEM design strusoft program , it shows the reinforcement mm2/m
What is your idea about the consideration, we use...
Dir sir
i make a design for a building with flat slab , and in design consideration i use fixation between the wall and slab , the wall width is 300 mm , it was a reinforced concrete wall ,and theres other wall standing on that wall as bearing wall also , thers a reinforcemet from the wall gos...