yunussacikk
New Member
hello, when I use semi-rigid diaphragm in my cassette-floored project, my understanding time is getting longer. can i solve it with full rigid diaphragm
In the program, slab calculations are always and for each storey solved by finite element method. However, slabs in fully rigid solution are not included in the whole construction analysis model."yunussacikk":28dib0v6" said:are finite elements used in slabs in fully rigid solution?