Rothoblaas - Wood screws and connectors Page 78
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STATIC VALUES | CLT SHEAR(1) CLT - CLT lateral face geometry CLT - CLT lateral face - narrow face panel - CLT(2) lateral 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] 52 48 4,50 3,10 3,89 - - 120 60 60 5,22 3,41 3,89 50 3,89 140 60 80 5,26 3,75 3,89 60 3,89 80 80 5,33 4,12 3,89 70 3,89 80 100 5,33 4,51 3,89 80 3,89 200 100 100 5,33 4,52 3,89 90 3,89 220 100 120 5,33 4,52 3,89 100 3,89 240 100 140 5,33 4,52 3,89 110 3,89 260 100 160 5,33 4,52 280 100 180 5,33 4,52 300 100 200 5,33 4,52 320 120 200 5,33 4,52 340 120 220 5,33 4,52 3,89 3,89 3,89 3,89 3,89 SPAN = 22 mm 160 180 SPAN = 22 mm 10 100 120 3,89 130 3,89 140 3,89 150 3,89 160 3,89 360 120 240 5,33 4,52 3,89 170 3,89 380 120 260 5,33 4,52 3,89 180 3,89 400 120 280 5,33 4,52 3,89 190 3,89 440 120 320 5,33 4,52 3,89 210 3,89 480 120 360 5,33 4,52 3,89 230 3,89 520 120 400 5,33 4,52 3,89 250 3,89 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. 78 | TBS | CARPENTRY (4) The axial thread withdrawal resistance is valid for minimum thickness of the element of tmin = 10∙d1 and minimum screw pull-through depth tpen = 10∙d1 . (5) The axial resistance to head pull-through was calculated using timber ele- ments.
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