Return to index: [Subject] [Thread] [Date] [Author]

Re: Three Hinge Glulam Arch

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Since the subject of glulam arches has come up, I'll ask a question I
tried here once before.  What is the seismic Response Modification
Coefficient (R) that should be used for glulam arches which are the
lateral force-resisting system for a building? 

Rick Burch

*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: