I could not fully fit the diagonal braces to the columns.

1

12276895

New Member
Hello friends, I want to prepare a reinforcement project, but I could not fit the cross brace beams to the column end joints. The area shown as 3Y 25/40 in the appendix I would be glad if you help. Thanks
 
Re: About the diagonal brace Hello, -The tie bar is attached to the column. The entire edge is not trimmed because only the tie beam is angled. There is no problem with data entry. In addition, in the performance analysis, an evaluation and control is not made about the fundamentals. Good work
 
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