dear structural
i have to study a wall with 5 cm thickness with heigh concrete strength , it used to support flat plate slab edge wich is supported also by columns 0.12*0.12 m . for calculation without wall shows a deflection 1 cm in the middle of span 4 meters as shown in attached file ,in my...
please if any one know what ACI say about the changing the effective depth in the same layer of concrete , is it acceptable to use different cover for the same plate , how could we asume our calculation
the details shown in attachment
please if any one know what eurocode say about the changing the effective depth in the same layer of concrete , is it acceptable to use different cover for the same plate , how could we asume our calculation
the details shown in attachment
lovely friends
i have a flat plate ,it casted over a concrete plate form can i consider the reinforcement in the lower plate as assistant to the reinforcement or i cant