Recent content by mnerva

hokie66 It’s not a homework, it’s a real work for multi-storey building, it’s a real economical solution, this research is submitted as an applicable solution.

its a final applicable project research i need your idea

hokie66 in fact the column is a steel kkr 120*120*10 full with concrete , and the wall concrete is c45/55 , , the researcher say it stand according to the labrotary testing , and i say its not according to the deflection of the slab and the buckling occer in the wall and i make some...

dear sametabs do you know if etabs or sap2000 or any program can be usefull in this case , thanks

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...

can we use the transverse reinforcement in the lower plate as bottom reinforcement and cover the reinforcement over the casted plate

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

dose the eurocode accept that

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