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Nesgroup address: alt.building.construction - Date & Time for the message: Thu, 25 Aug 2005 14:08:57 GMT
/ Author of the message: Bob Morrison |
Title of the message: |
Re: Bearing / Non-Bearing wall fit
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Text of the message: |
In a previous post wrote... > My question is what is the correct way to frame a non-bearing wall such > as one of those running under a beam, when you want to insure that it > will not be sharing in the bearing of the loads above it? > The beams MUST be allowed to deflect vertically in order to carry loads. For properly sized beams, the deflection is small, but it MUST be allowed to happen. This has to do with physics and the principle of Work (force x distance). Basically it means that if there is no deflection, then there is no load transfer to the beam in the from of bending stress. A wall running parallel to and under a large beam should have an method to provide stability to the top of the wall, but still allow deflection. This could be done as an upside down U-shaped piece of sheet metal that gets covered. I've even uses a series of lag bolts in a oversized hole |
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Estaplace.com is one the Ceglia Giovanni projects, started on 20 July 2005, and online since 20 August as a real estate platform for listings, mainly operating on the Italian and American/English market in the Internet, Estaplace would like to become the point of referiment for home sellers and home buyers, a site where private owners or real estate agencies can have the possibility to show their offers to the world. Estaplace.com is only one of the Giovanni Ceglia's sites. Everyday Giovanni Ceglia works to improve new Internet tools and services for online marketing and business. Estaplace.com will become the biggest portal for real estate business and investments online.