Too much reinforcement on my curtain

A

AUGURD

New Member
Hello, in my project, my floor is very bad, so my shear forces are too high on my curtains in the p01 and p23 x direction for some reason, there are too many reinforcements on my curtains, what is the solution to this with fi12/3 and 4 intervals, and if you have any other suggestions that caught your eye in the project, I would be glad if you examine the system. And I have a relative floor problem, even though I have so many curtains in such a small structure, I could not overcome the problem Easy..
You do not have permission to view link Log in or register now.
 
Hello My Suggestions: --Create a frame in the other direction in one-way framed columns, (the most important reason for not saving the calculation) --Do not make a single cantilever beam from the column/wall, --You can reduce the roof slab loads and remove the wall loads, -- Brace the ladder and solve it together with the building. , --Finish the calculation by taking the finite element widths of 0.25 m in the final calculation. The balanced project, except for the first two items, is attached. Unver ÖZCAN
 
I have Beta version 10.53, as suggested by İsmail Bey, ask Bursa Office to update this version. Unver ÖZCAN
 
You must log in or register to reply here.
Back
Top