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I have a clause in a spec. that states ‘Beam to column moment connections shall not be designed with a haunch unless otherwise noted on the drawings.”

 

Can someone define ‘haunch’?

 

This project is in Texas if that makes a difference.

 

Regards,

Dave Lowen

V 519 587 5797

F 519 587 5138

E jatech(--nospam--at)kwic.com