Console beam problem

M

mgondem

New Member
Hello. In the attached project, there are large sections for cantilever beams. I'm starting to wonder if I've made a wrong definition. Also, I would appreciate it if you could express your other suggestions about the project. I wish everyone a good day.
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Hello, My Suggestions: --Remove the wall loads on the attic floor, reduce the floor loads, --Analysis settings-load security, tick the TS500-TS498 ticks, --Do not leave the console from the column as in the attached, do not put a T-like beam on the columns, --Do not leave the console from the beam, - -The console floors that you have ribbed can be slabs. --Check whether the value you gave is the ground calculation bearing capacity (qt) value, Ünver ÖZCAN
 
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