5. STRUCTURAL DESIGN OF CONNECTIONS Table 5.5. Predesign table for the lateral load-carrying capacity of connection between an LVL 36 C panel and LVL-P, glulam GL30c or solid wood C24 frame; load-duration class between instantaneous and medium-term. LVL 05, Table 5.5 A: LVL 36 C panels nailed with smooth round nails to LVL 48 P frame h 1) [mm] d 2) [mm] Lmin 3) [mm] ≥ a 4) [mm] ≥ b 5) [mm] ≥ c 6) [mm] Rk 7) [N] 24 2,1 50 11 15 51 470 27 2,5 60 13 18 63 600 33 2,8 70 14 20 69 750 45 3,1 90 16 22 75 900 57 3,4 100 17 24 84 1000 69 4,2 125 21 30 102 1500 B: LVL 36 C panels nailed with smooth round nails to GL30c or C24 frame h 1) [mm] d 2) [mm] Lmin 3) [mm] ≥ a 4) [mm] ≥ b 5) [mm] ≥ c 6) [mm] Rk 7) [N] 24 2,1 50 11 11 45 440 27 2,5 60 13 13 63 580 33 2,8 70 14 14 63 700 45 3,1 90 16 16 63 840 57 3,4 100 17 17 75 950 69 4,2 125 21 21 90 1350 C: LVL 36 C panels screwed to GL30c or C24 frame h 1) [mm] d 2) [mm] Lmin 3) [mm] ≥ a 4) [mm] ≥ b 5) [mm] ≥ c 6) [mm] Rk 7) [N] 24 4,5 60 23 23 100 1100 27 5,0 70 25 25 115 1300 33 5,0 70 25 25 115 1300 45 6,0 90 30 30 140 1800 57 7,0 100 35 35 165 2400 69 8,0 120 40 40 165 3000 1) h [mm] is the thickness of the LVL 36 C panel 2) d [mm] is the diameter of the nail or outer diameter of the threaded part of the screw 3) Lmin [mm] is the minimum length of the nail or screw 4) a [mm] is the end distance (5d) of the panel, edge distance may be 3d 5) b [mm] is the edge distance (7d for LVL edge face and 5d for solid wood or glulam) of the beam 6) c [mm] is the minimum width of the beam 7) Rk [N] is the characteristic lateral load-carrying capacity of the connection LVL Handbook Europe 157
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