LP LVL 2950F -2.0E Technical Guide - Parr
2. A deflection criteria of L/240 indicates the maximum deflection allowed for a 10'-0" span beam is 10 x 12 / 240 = 1/2". 3. Deeper beams or an additional ply will increase beam stiffness and reduce deflection. 4. Beam Width can be either a single piece of LVL or built up from individual plies of LVL that are nailed and/or bolted together. ................
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