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Nesgroup address: misc.consumers.house - Date & Time for the message: / Author of the message: Rob Munach |
Title of the message: |
Re: Wall Removal Question?
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Text of the message: |
Ok, now I see what you did (I think). You put a 6x12 (which is larger than the beam in question) in your beam program and placed an arbitrary load of 200 plf on it. You then let it come up with steel beams that had simlar deflections and were not overstressed. The problems with this approach are as follows: 1) This will give conservative stiffness results (not necessarily bad) 2) This *may* give you a steel beam that is overstressed as your 200 plf load may be less than the actual service load. You would have been better off using the correct section ( three 2x12's ) and a load that was at the limit stress for this section. Regards, -- Rob Munach, PE Excel Engineering PO Box 1264 Carrboro, NC 27510 . |
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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.