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Old 03-14-2006, 06:24 PM   #1
Ray
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Can I replace a W8x35 x 20 foot steel I beam with...

An LVL microllam, 7 inches wide by 8.5 inches tall by20 feet long?

The beam will span a 20 foot opening when I remove the existing 2x4 wall.

That wall is on the first floor of a 25 x 50 foot 2 story home, and its load bearing for floor joists that meet above that wall forming the floor for the two bedrooms above where I want to take the wall out.

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Ray

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Old 03-14-2006, 06:41 PM   #2
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I'd say no way, to much span!
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Old 03-14-2006, 06:51 PM   #3
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It might be possible but you would have to talk to some engineers about it. Is it just holding the floor system or is it supporting a roof load as well?
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Old 03-14-2006, 07:32 PM   #4
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A W8x35 has a stiffness (E*I) of 3,683,000 kip-in2
A 7x8.5 (1.9E) LVL has a stiffness (E*I) of 681,000 kip-in2

The W8x35 is about 5.5 times stiffer than the LVL beam. So unless the W8x35 was significantly over-designed, there is no way this LVL would work.
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Old 03-14-2006, 07:37 PM   #5
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From past experience i would say a 7 inch lvl would need to be around 18 to 24 inchs deep to carry the same load as the i beam.
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Old 03-14-2006, 08:00 PM   #6
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What don't you like about the steel beam other than 700 lbs. ??
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Old 03-19-2006, 09:00 PM   #7
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(3) 1 3/4" x 16 lvl's we did this over a garage carrying roof & floor load. I'd check with your lumber yard to be sure they'd be glad to figure it for you - Kevin
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Old 03-19-2006, 11:13 PM   #8
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No Way........................ A 5 1/2 x 14" lami beam will carry that load for that span with lots of straps and hangers - barely......
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Old 03-20-2006, 03:38 AM   #9
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We took out a wait bearing wall on a two story like your on put three eightenn inch lams spanning about twenty feet or abouts and we got 3/4 deflection the minute we pulled the jacks out was suppose to be 1/4 at most so id stick with the I beam or talk to an engineer so be careful good luck ...
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