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Bolted Moment Connections

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Does anyone have any recommendations/ concerns with using a bolted end 
plate moment connection at the ridge for a custom designed rigid frame.  
I am using W27 x 84's for the girders and looking at a 4 tension bolt end 
plate design.  My roof slope is 3:12.  Also is there any guidelines I 
could refer to.

Thanks,

Mike Z.