BINDERHOLZ CLT BBS | CHARACTERISTIC VALUES Net cross-sectional values for CLT BBS 3 60 20 20 20 400 578 1733 4,3 80 30 20 30 600 1050 4200 7,0 90 30 30 30 600 1300 5850 9,8 100 30 40 30 600 1560 7800 13,0 120** 40 40 40 800 2311 13867 17,3 160** 60 40 60 1200 4200 33600 28,0 5 100 20 20 20 20 20 600 1320 6600 11,0 120 30 20 20 20 30 800 2111 12667 15,8 140** 40 20 20 20 40 1000 3019 21133 21,1 160** 40 20 40 20 40 1200 3800 30400 25,3 180** 60 20 20 20 60 1400 5207 46867 33,5 200** 60 20 40 20 60 1600 6293 62933 39,3 220** 60 30 40 30 60 1600 7358 80933 50,6 240** 80 20 40 20 80 2000 9289 111467 55,7 260** 80 30 40 30 80 2000 10667 138667 69,3 280** 80 40 40 40 80 2000 12076 169067 84,5 Layers Thickness (mm) Structure (mm)* Characteristic values S1 S2 S3 S4 S5 Anet (cm²) Wnet (cm³) Inet (cm4) i net (cm) Inet ... Moment of Inertia | Anet ... Cross-sectional area net (longitudinal layers only) | inet ... Radius of Inertia | Wnet ... Section modulus *Quality of the top layer according to DIN EN 13017-1: AB ... One-side/double-side residential visible quality | BC ... One-side/double-side industrial visible quality | NH-C ... Non-visible **CLT BBS one-side residential visible quality AB uses the proven double longitudinal layer consisting of a 20 mm thick visible cover layer glued in parallel with a second at least 20 mm thick longitudinal layer. Type of stress EN 1995-1-1 | EN 338 | N/mm² CLT BBS 125 | CLT BBS 120 CLT BBS 4ft CLT BBS XL E-module single layers E0,mean Modulus of shear Gmean Modulus of rolling shear Gr,mean Bending perpendicular to plane fm,k Rolling shear from transverse force fR,k Compression in plane fc,0,k Compression perpendicular to plane fc,90,k Tension in plane ft,0,k 12.000 690 50 18 1 21 2,5 10,15 12.000 690 50 24 1 21 2,5 14,5
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