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RE: Bolted Moment Connections[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaoc(--nospam--at)seaoc.org'" <seaoc(--nospam--at)seaoc.org>
- Subject: RE: Bolted Moment Connections
- From: hsprague(--nospam--at)aspen.klaalov.com (Harold Sprague)
- Date: Fri, 6 Mar 1998 13:43:08 -0000
Tom Murray has some publications about bolted end plates. The 3 hinged arches used in prefab metal buildings uses a bolted end plate moment splice at the eaves. Be careful in calculating the flexibility contribution of the plates for deflection. Harold Sprague Krawinkler, Luth & Assoc. 4412 W. Eisenhower Blvd. Loveland, CO 80537 Voice: 970 667-2426 Fax: 970 667-2493 Email: hsprague(--nospam--at)klaalov.com -----Original Message----- From: Michael D Zaitz [SMTP:mzaitz(--nospam--at)surfsouth.com] Sent: Friday, March 06, 1998 11:49 PM To: seaoc(--nospam--at)seaoc.org Subject: Bolted Moment Connections 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.
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