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RE: Cantilevered Steel Beam Construction[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Cantilevered Steel Beam Construction
- From: Paul Meyer <PMeyer(--nospam--at)HASimons.com>
- Date: Fri, 22 Jan 1999 08:58:12 -0800
There is also a very good publication put out by the Canadian Institute of Steel Construction http://www.buildingweb.com/cisc that provides typical details, design recommendations, etc. Paul Meyer 250-368-2407 pmeyer(--nospam--at)hasimons.com > -----Original Message----- > From: Brian K. Smith [SMTP:smitheng(--nospam--at)dos.net] > Sent: Friday, January 22, 1999 07:00 am > To: seaint(--nospam--at)seaint.org > Subject: RE: Cantilevered Steel Beam Construction > > AISC has a publication entitled "Cantilever Roof Framing Using Rolled > Steel > Beams." The publication makes comparisons between cantilever framing with > hot rolled sections and simple span framing using Joist Girders. Please > be > aware that web stiffeners are not always required from a strength (web > crippling) stand point. Most engineers use them to provide stability to > the > column. However, if you are using tie joists at all column locations, > with > the bottom chord extended and attached to the column, I would feel > relatively comfortable not using web stiffeners unless needed for > strength. > Your call. As for the cost of web stiffeners, contact your local steel > fab > shop. > > Brian K. Smith, P.E. > Bossier City, Louisiana > > > > Does anyone know of any studies or information on the cost differences > > between cantilevered steel beam roof construction and typical > > beam-to-column > > simple span construction?
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