wall load to slab?

A

abdullah-70

New Member
Hello... I had a question. Are we going to define the wall load coming to the floor by looking at the wall places in the architecture and defining it to that region one by one... Or is it okay if we enter it as a moving load? If so, how do we calculate the value of this load? THANKS
 
Hello, In the program, you can define the wall loads on the slab with the wall object or with the Linear slab load command. (If the flooring system is unidirectional or bidirectional threaded slab, wall and linear slab loads are taken into account in case of analysis according to the semi-rigid diaphragm method)
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Good work
 
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