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[SEAOC] Steel frame design[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc(--nospam--at)power.net
- Subject: [SEAOC] Steel frame design
- From: BULLETBOBH(--nospam--at)aol.com
- Date: Wed, 19 Jun 1996 01:15:42 -0400
I would like to obtain opinions/advice on a specific frame type that I find often in industrial structures. The frame type is a chevron bracing system where work points are at the midpoint of the beam spans. The other work point at the column is typicaly not at the beam column frame points but somewhere along the column at a point between the beam frame points. This system is a problem when considering the strong column weak beam line of thought especialy when you apply strength factors to the bracing. What strength should be applied to the column at the point where max moment occures typically at the point where the brace ties into the column? Thanks Bob Hanson, S.E. bulletbobh(--nospam--at)aol.com ...
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