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Old 01-06-2004, 10:30 PM   #12
Mike2
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Join Date: Nov 2003
Location: LaConner, Washington
Posts: 13,694
What do you guys think about that method Robert Randal wrote up in the Journal of Light Construction, maybe 8 years ago or so? The one where he would glue and screw a 1" x 4" (or maybe 6") the full length of the underside of the each joist, maybe even pre-stress it mid-span. Claimed if I remember right that method would effectively reduce deflection equivalent to increasing to next larger lumber size (i.e. in this case taking a 2" x 10" to a 2" x 12").


I only remember the article, never did anything with it, nor have I ever seen any test data to support his claim.
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