It Gives Deflection Error Even Though I Didn't Include Lovers in Analysis

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I could not solve the problem in the purlins, although the purlin cross-sections are high, it gives a deflection error. In general, I would be happy if you would review the project and return.
 
Re: Although I Didn't Include Lovers In The Analysis, It Is Giving Deflection Error Hello; In your model, an error appears in the entries with a single lover command. Model by running the divide command from all intersections at the entrance with the multi-lover command. * You used the option for open structures at wind loads, this is for scaffolding type structures. It is not suitable for your nature. For this reason, TS 498 has been arranged to be the normal type selection. * Check your coating loads. In the attached project the lovers seem sufficient. However, differences may occur due to the slope of the roof. Some of your staff are borderline sufficient right now. Good work.
 
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