semi-rigid diaphragm

M

matrax

New Member
Hello everyone. In my project, first of all, I am saving the solution with a raft with 50% increase, and the municipality does not accept it, they say, solve it normally. it gives a lot of error on my columns and when I analyze semi-rigid, it does not give an error. The same dimensions with 50% increments come out, it does not give an error. There are two dilatations. When I do the analysis, will it be a problem if I solve it with a single diaphragm in the floors, or let me solve more than one diaphragm, sir.
 
Based on what I have written, I am just waiting for your comment because the project does not belong to me and I do not own it, my friend asked me at the office of my friend at the workshop, I helped him, is it true, so my brothers
 
my dear matrax friend, we mostly explain what we say/say in engineering with drawings. If you use very long sentences, it doesn't make any sense. drawing is required. You can get the best help with a job you do by adding the job here. such that the problems that you do not describe can be detected by the controllers...
 
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