Transcription of VERSA-LAM LVL DESIGN GUIDE
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VERSA-LAM LVL DESIGN GUIDE
WESTERN UNITED STATESVERSA-LAM LV LDESIGN GUIDEW estern US | For Products Manufactured in White City, | ROOFS | 2 l Boise Cascade EWP l US West VERSA-LAM DESIGN Information| Rev WESTERN UNITED STATESALLOWABLE STRESS VALUESVERSA-LAM LVL DESIGN VALUESD esign PropertyVersa-Lam LVL BeamsVersa-Lam LVL ColumnsVersa-Stud LVL VERSA-LAM LVL 1 "3 " & 1800 Modulus of Elasticity True (Shear-Free) E (x 106 psi) (1) (7)2 .12 . of Elasticity Apparent E (x 106 psi) (1) of Elasticity for Stability Emin (x 106 psi)(1) (8)1 .11 . Fb (psi)(2)(3)28003100265024001800 Horizontal Shear Fv (psi) (2) (4)285285285285225 Tension Parallel to Grain Ft (psi) (2) (5)19501950150015001100 Compression Parallel to Grain Fcll (psi) (2)30003000300030002500 Compression Perpendicular to Grain Fc (psi) (2) (6)750750750750525 Equivalent Specific Gravity for Fast
1. This value cannot be adjusted for load duration. 2. This value is based upon a load duration of 100% and may be adjusted for other load durations.
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