COLUMN BEAM JOINT CUTTING SECURITY NOT PROVIDED

yakup6677

New Member
I am a newly graduated civil engineer. I have just learned and started using idecad. I am drawing a b+z+1 floor static project, but in some columns, I am getting the error that column beam connection shear safety could not be provided. I enlarged the column sizes up to 30-70, but even though it is a 3-storey structure, it still remained unsolved. 30-70 seemed to me as a column size that would be sufficient and capable of meeting the loads in a region where there is no earthquake zone. Can you help me to solve this problem in an explanatory way?
You do not have permission to view link Log in or register now.
 
Back
Top