Beam Maximum Pursantage

[serdagi]

Hello, because the file size is large, I uploaded it to wetransfer. In my project, it gives an error that the maximum margin is exceeded in two beams. I was able to solve it with the height of the beam, but the architectural suspended ceiling level changes on one side of the beam and the curtain wall layout changes on the other side. Can I get around the problem without playing with the cross section? Why do the same beams fail on one floor, while they do not give lines on other floors? I wish everyone good work. File Download Address:

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[NYILMAZ]

- You can apply the dynamic load reduction coefficient. The problem is solved immediately. But my additional advice: - You can review the attic loads (floor and beam). - Most importantly, I definitely recommend you to reduce the thickness of the flooring. This alone will solve all your problems. Looking at the loads on the slabs (both live and fixed loads) shows that there is no need for such thick slabs. - By dividing three large slabs with secondary beams, you can reduce the slab thickness to the limits of the regulation. - C014 column is in curtain size. Enter data as a screen and model it as a shell. - Pay attention to the warning on the elevator curtain in the geometry check. - Solve the ladder together with the structure. - Maybe after some suggestions here, you may have to reduce the cross-sections of some elements. N. YILMAZ

 

[serdagi]

- You can apply the live load reduction factor. The problem is solved immediately. But my additional advice: - You can review the attic loads (floor and beam). - Most importantly, I would definitely recommend reducing the floor thicknesses. Already alone This will solve all your problems. Considering the loads on the slabs (both mobile and fixed loads), it shows that there is no need for such thick slabs. - You can divide the three large slabs with secondary beams and bring the slab thickness to the limits of the regulation. - C014 column is in wall size. Data entry as a curtain Make it and model it as a shell. - Pay attention to the warning on the elevator curtain in the geometry control. - Solve the ladder together with the structure. - Maybe you may have to reduce the cross-sections of some elements after some suggestions here. N. YILMAZ

thank you very much for your answer. I wish you good work.