Relative floor offset

meryemakdil

New Member
When I define stability braces between my steel beams, I get a relative floor error, shouldn't it be the other way around? How come the side holding element that reduces the drift increases the relative floor drift.
 
How are the steel beams attached, what are your support conditions and what type of carrier system did you enter? If there are compatibility problems in your project, they should be checked.
 
Hello there;
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The project that was answered last is the one you submitted. According to TBDY 2018, there are logic errors and design errors. The link has the answers. Without these corrections, this project should not pass the audit as it is.
 
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