beam exceeds deflection value

[erkam]

On the 1st floor, the beam exceeds the deflection value, I could not fix it. Is there a friend who can help

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[zeki78]

Re: emergency help file is attached

 

[levent]

Re: urgent help Hello; I just edited the rib directions and some beams in your model. The structure was solved by the semi-rigid diaphragm method. It seems that the slab and beam loads are misidentified. It's worth checking it again. Good work.

 

[erkam]

Re: urgent help thank you very much

 

[erkam]

Re: urgent help can I also learn how you throw the beams in the middle of the ribbed floor and what is the difference between semi-rigid and full-rigid solving. I would be very happy if you inform me.

 

[levent]

Hello, I modeled the Flooring as a Cassette, not a Rib. For Semi-Rigid diaphragm, I recommend you to read the following topic on the forum

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Good work

 

[erkam]

I can't get the drawings of the cassette openings only, when I dissolve it according to the fully rigid diaphragm, it also comes out, I also do the floor analysis again, what should I do?

 

[Levent Özpak]

I can not only draw the cassette openings, but when I solve it according to the full rigid diaphragm, it does not come off, I also do a slab analysis again, what do I need to do

Hello, Determine typical beam in the slab auxiliary toolbar [/b Select the calculation beams with the ] command and analyze.