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RE: Engineering Spec

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This structure is rolled section beams and columns. The spec., though, is generic so I suppose it’s covering any and every condition.




Dave Lowen

V 519 587 5797

F 519 587 5138

E jatech(--nospam--at)

From: Polhemus, Bill [mailto:BPolhemus(--nospam--at)]
Sent: July 24, 2006 10:38 AM
To: seaint(--nospam--at)
Subject: RE: Engineering Spec


What is the context? Are you working for a metal building manufacturer?





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.”