| View Poll Results: Is the beam ok? | |||
| Yea we do it all the time |
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1 | 33.33% |
| Sounds about right |
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1 | 33.33% |
| Got no clue, I'm not an SE |
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0 | 0% |
| Have you lost mind |
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1 | 33.33% |
| Voters: 3. You may not vote on this poll | |||
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#1 |
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Custom Builder
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INPUT Please?
Any one know what the per sq inch lb rating for a concrete block wall is?
Have a block wall with a 14 foot(21lbs per) 10" steel beam with 2 stories loaded on it. I thought it was fine, I fiiled the 2 stretchers with mortar and rebar to each side. A phisics professor from a local school said no way, even has my customer covinced, The SE said it's fine. To no avail. Customer wants steel post. I know I've done this a hundred times and the deal is done and said, but I was wondering what you fellas thought. Bob |
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#2 |
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Bah Humbug!
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Re: INPUT Please?
I'm no engineer. Ask your local building inspector. I assume it has to be inspected anyways.
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#3 |
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General Contractor
Trade: General Contractor
Join Date: Oct 2003
Location: Montana - where I belong.
Posts: 1,035
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Re: INPUT Please?
The building inspector is obligated to go with what the construction drawings that were stamped by the SE. If you change it - you should have the SE sign off on it.
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#4 |
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Pro
Trade: Residential Contractor
Join Date: Feb 2004
Location: Jensen Beach, FL
Posts: 10,475
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Re: INPUT Please?
Glass, my book is showing it as 1,000 to 3,000 P.S.I. In a habitat, I would use the lowest figure. The safety factor is not included, for humans it is usually 3 to 1. To be on the safe side, I would consider 333 P.S.I. as a maximum. Legally, you can work off of the max compression and go for 1,000 P.S.I.
I would check with the block manufacturer for their rating, it would make everything much smoother for you. |
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