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  1. StructuralHokie03

    LVL Flitch Beam utilizing WT Shape

    Has anyone ever specified or constructed an LVL flitch beam utilizing a WT shape with the flange on the bottom and 2 LVL's on each side? Is there any reason to avoid such madness? Here is the situation. I have to provide a flush beam within an 11 7/8" "I" joist floor system. The beam spans...

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