Beamless plate

S

ssesli

New Member
Hello, I have done a study on slab flooring in the appendix. I need the ideas and advice of friends who have done this kind of project. Actually it was solved with a semi-rigid diaphragm and it did not give an error, but since the size of the cde file grew, I saved it with a fully rigid solution. Please consider this. I beg you to review. thanks
 
Hello, My suggestion -- correct the deflection of the floor, -- check the wall loads and linear loads at 6.2 m elevation, -- enter the stair loads, -- review the stair support status, Take it easy Ünver ÖZCAN
 
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