Rothoblaas - Wood screws and connectors Page 38
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STATIC VALUES | CLT SHEAR(1) CLT - CLT lateral face geometry panel - CLT(2) lateral face CLT - CLT lateral face - narrow face CLT - panel - CLT(2) lateral face t A L b d1 d1 L b A RV,k RV,k RV,k t RV,k [mm] [mm] [mm] [mm] [kN] [kN] [kN] [mm] [kN] - 28 3,40 2,34 3,31 - 48 3,86 2,91 3,31 - - 120 60 60 4,45 3,03 3,31 50 3,89 80 4,49 3,03 3,31 60 3,89 80 80 4,56 3,37 3,31 70 3,89 180 80 100 4,56 3,37 3,31 80 3,89 200 80 120 4,56 3,37 220 80 140 4,56 3,37 240 80 160 4,56 3,37 260 80 180 4,56 3,37 280 80 200 4,56 3,37 300 100 200 4,56 320 100 220 4,56 340 100 240 4,56 360 100 260 4,56 380 100 280 4,56 400 100 300 120 80 40 160 80 80 200 80 240 280 3,31 3,31 3,31 SPAN = 22 mm 60 160 SPAN = 22 mm 140 90 3,89 100 3,89 110 3,89 120 3,89 3,31 130 3,89 3,76 3,31 140 3,89 3,76 3,31 150 3,89 3,76 3,31 160 3,89 3,76 3,31 170 3,89 3,76 3,31 180 3,89 4,56 3,76 3,31 190 3,89 4,54 3,56 - - - 5,69 4,00 - - - 120 5,69 4,00 - - - 80 160 5,69 4,00 - - - 80 200 5,69 4,00 - - - 3,31 320 120 200 5,69 4,65 - - - 360 120 240 5,69 4,65 - - - 400 120 280 5,69 4,65 - - - 440 120 320 5,69 4,65 - - - 480 120 360 5,69 4,65 - - - - 12 52 52 - 10 80 100 520 120 400 5,69 4,65 - - - 560 120 440 5,69 4,65 - - - 600 120 480 5,69 4,65 - - - NOTES: (1) The characteristic shear strength is independent from the direction of the grain of the CLT panels outer layer. (2) The characteristic shear resistances are calculated considering an OSB3 or OSB4 panel, as per EN 300, or a particle board panel, as per EN 312, with thickness SPAN. (3) The axial thread withdrawal resistance was calculated considering a 90° an- gle between the grain and the connector and for a fixing length of b. 38 | HBS | CARPENTRY (4) The axial thread withdrawal resistance is valid for minimum thickness of the element of tmin = 10∙d and minimum screw pull-through depth tpen = 10∙d. (5) The axial resistance to head pull-through was calculated using timber ele- ments.
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