steel reinforcement

M

M.ORAL

New Member
Hello, The attached project belongs to a workshop. I am asked to find the load capacity of this place. As a result of the analysis, the deflection limit is exceeded in several beams and the ppm ratio is not provided. Is it possible to make the project suitable without changing the existing sections?
 
If you check your project in general, when you look at the deformations, you will see that a grid system cannot be made with secondary beams thrown in both directions. If you want to make a grid, model with beams, not secondary beams in both directions. If you want to determine the vertical load capacity, you can reset your earthquake load. I can suggest you to choose YDKT as the design option. Your project can be solved as normal ductile and semi-rigid. I don't know if it will recover after doing it this way. If it doesn't save it, there's not much you can do.
 
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