Jackson Lumber Catalog

WEB-168 April 2020 34 Roseburg Framing System ® Rigidlam ® lvl Available RigidLam ® LVL Grades and Sizes* RigidLam ® LVL Allowable Design Stresses 1 DeSign PRoPeRtieS 1-Ply 1¾” 1.3e RIGIDlAm lVl Depth (in) max. Vert. Shear edgewise (lbs) max. moment edgewise (ft-lbs) eI edgewise (x10 6 lbs-in 2 ) weight (lbs/ft) 3½ 817 781 8 1.53 4 3 / 8 1,021 1,187 16 1.91 5¼ 1,225 1,671 27 2.30 5½ 1,283 1,824 32 2.41 7 1,633 2,866 65 3.06 7¼ 1,692 3,061 72 3.17 9¼ 2,158 4,834 150 4.05 9½ 2,217 5,082 163 4.16 11¼ 2,625 6,977 270 4.92 11 7 / 8 2,771 7,722 317 5.20 14 3,267 10,514 520 6.13 16 3,733 13,506 777 7.00 18 4,200 16,843 1,106 7.88 20 4,667 20,522 1,517 8.75 22 5,133 24,537 2,019 9.63 24 5,600 28,886 2,621 10.50 1-Ply 1¾” 1.5e RIGIDlAm lVl Depth (in) max. Vert. Shear edgewise (lbs) max. moment edgewise (ft-lbs) eI edgewise (x10 6 lbs-in 2 ) weight (lbs/ft) 3½ 898 781 9 1.53 4 3 / 8 1,123 1,187 18 1.91 5¼ 1,348 1,671 32 2.30 5½ 1,412 1,824 36 2.41 7 1,797 2,866 75 3.06 7¼ 1,861 3,061 83 3.17 9¼ 2,374 4,834 173 4.05 9½ 2,438 5,082 188 4.16 11¼ 2,888 6,977 311 4.92 11 7 / 8 3,048 7,722 366 5.20 14 3,593 10,514 600 6.13 16 4,107 13,506 896 7.00 18 4,620 16,843 1,276 7.88 20 5,133 20,522 1,750 8.75 22 5,647 24,537 2,329 9.63 24 6,160 28,886 3,024 10.50 1-Ply 1¾” 2.0e RIGIDlAm lVl Depth (in) max. Vert. Shear edgewise (lbs) max. moment edgewise (ft-lbs) eI edgewise (x10 6 lbs-in 2 ) weight (lbs/ft) 3½ 1,164 1,007 13 1.53 4 3 / 8 1,455 1,531 24 1.91 5¼ 1,746 2,154 42 2.30 5½ 1,829 2,351 49 2.41 7 2,328 3,695 100 3.06 7¼ 2,411 3,946 111 3.17 9¼ 3,076 6,230 231 4.05 9½ 3,159 6,550 250 4.16 11¼ 3,741 8,993 415 4.92 11 7 / 8 3,948 9,953 488 5.20 14 4,655 13,552 800 6.13 16 5,320 17,407 1,195 7.00 18 5,985 21,709 1,701 7.88 20 6,650 26,450 2,333 8.75 22 7,315 31,626 3,106 9.63 24 7,980 37,230 4,032 10.50 RigidLam ® LVL Design Values RIGIDlAm lVl GRADeS: 1.3e, 1.5e and 2.0e RIGIDlAm lVl ThIcKneSSeS: 1-1/2”, 1-3/4”, 3-1/2”, 5-1/4” and 7” RIGIDlAm lVl DePThS: 3-1/2”, 4-3/8”, 5-1/2”, 7-1/4”, 9-1/4”, 9-1/2”, 11-1/4”, 11-7/8”, 14”, 16”, 18”, 20”, 22” & 24” RIGIDlAm lVl column SIzeS: 3-1/2” x 3-1/2”, 3-1/2” x 5-1/2”, 3-1/2” x 7” 5-1/4” x 5-1/4”, 5-1/4” x 5-1/2”, 5-1/4” x 7” 7” x 7” See pages 56-58 for additional stud and column information. * not all grades and/or sizes available in all markets. Contact your roseburg ewP representative for availability. 1.3e Rigidlam lVl 1.5e Rigidlam lVl 2.0e Rigidlam lVl modulus of elasticity (moe) 2 – edgewise or Flatwise e (psi) = 1,300,000 1,500,000 2,000,000 Bending – edgewise 3,4 F b edge (psi) = 2,250 2,250 2,900 Bending – Flatwise F b flat (psi) = 2,250 2,250 2,900 Horizontal shear - edgewise F v edge (psi) = 200 220 285 Horizontal shear - Flatwise F v flat (psi) = 130 130 130 Compression Perp. to grain 2 - edgewise F c perp edge (psi) = 560 575 750 Compression Perp. to grain 2 - Flatwise F c perp flat (psi) = 500 500 500 Compression Parallel to grain F c para (psi) = 1,950 1,950 2,750 tension Parallel to grain 5 F t (psi) = 1,500 1,500 1,900 moe for stability calculations 2 e min (psi) = 660,660 762,300 1,016,400 1. these allowable design stresses apply to dry service conditions. 2. no increase is allowed for duration of load. 3. For depths other than 12” multiply F b by (12/d) 1/8 where d = depth of member (in). 4. a factor of 1.04 may be applied for repetitive members as defined in the national design specification for wood Construction. 5. tensile stress is based on a 4-foot gage length. For greater lengths, multiply F t by (4/L) 1/9 where L=length in feet. For lengths less than 4 feet, use the published value. 1. allowable shear and moment values are for 100% duration of Load and may be adjusted for other durations of load. ei shall not be adjusted for duration of load. 2. For 2-Ply, 3-Ply and 4-Ply LvL members, the values in the tables may be multiplied by 2, 3 and 4 respectively. 3. For 1-1/2” thick LvL members, allowable design values may be obtained by multiplying the table values by 0.857. 4. 1-1/2” thick members 14” and deeper must be a minimum of two plies unless designed by a design professional for a specific application. 5. 1-3/4” thick members 16” and deeper must be a minimum of two plies unless designed by a design professional for a specific application. 6. single ply 1-1/2” thick members are assumed to be laterally braced at 16” o.c. or less. 7. single ply 1-3/4” thick members are assumed to be laterally braced at 24” o.c. or less. www.roseburg.com I I LAM LVL GRADES: 2.0E RIGIDLAM LVL THICKNESSES: 1-1/2”, 1-3/4”, 3-1/2”, 5-1/4” and 7” RIGIDLAM LVL DEPTHS: 5-1/2”, 7-1/4”, 9-1/4”, 9-1/2”, 11-1/4”, 11-7/8”, 14”, 16”, 18”, 20” & 24” RIGIDLAM LVL COLUMN SIZES: 3-1/2” x 3-1/2”, 3-1/2” x 5-1/4”, 3-1/2” x 7” 5-1/4” x 5-1/4”, 5-1/4” x 7”, 7” x 7”

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