Rothoblaas - Wood screws and connectors Page 116
Commercial customer offer**Top sellers from RothoBlaas Deutschland
STATIC VALUES CHARACTERISTIC VALUES EN 1995:2014 SHEAR timber-to-timber α = 0° (1) geometry timber-to-timber α = 90° (2) TENSION thin steel-timber plate(3) thick steel-timber plate(4) thread withdrawal(5) head pull-through(6) A L b d1 d1 L b(7) A RV,k RV,k RV,k RV,k Rax,k Rhead,k [mm] [mm] [mm] [mm] [kN] [kN] [kN] [kN] [kN] [kN] 50 30 20 4,01 2,89 3,49 6,10 3,06 5,54 60 36 24 4,81 3,46 4,28 6,67 3,67 5,54 70 42 28 5,61 4,04 5,07 7,36 4,28 5,54 80 48 32 6,42 4,62 5,86 8,12 4,89 5,54 54 36 6,92 5,19 6,66 8,94 5,50 5,54 60 40 7,20 5,63 7,40 9,78 6,12 5,54 120 72 48 7,82 6,02 7,70 10,13 7,34 5,54 84 56 8,50 6,41 8,01 10,44 8,56 5,54 150 90 60 8,64 6,62 8,16 10,59 9,17 5,54 8,31 SPLATE = 12 mm 140 SPLATE = 6 mm 12 90 100 160 96 64 8,64 6,84 180 108 72 8,64 7,25 200 120 80 8,64 7,25 220 132 88 8,64 7,25 240 144 96 8,64 7,25 9,54 11,97 14,68 5,54 260 156 104 8,64 7,25 9,84 12,27 15,90 5,54 8,62 8,92 9,23 10,74 9,78 5,54 11,05 11,01 5,54 11,36 12,23 5,54 11,66 13,45 5,54 280 168 112 8,64 7,25 10,15 12,58 17,12 5,54 300 180 120 8,64 7,25 10,45 12,88 18,35 5,54 320 192 128 8,64 7,25 10,76 13,19 19,57 5,54 340 195 * 145 8,64 7,25 10,84 13,27 19,88 5,54 360 195 * 165 8,64 7,25 10,84 13,27 19,88 5,54 380 195 * 185 8,64 7,25 10,84 13,27 19,88 5,54 400 195 * 205 8,64 7,25 10,84 13,27 19,88 5,54 NOTES: (1) The characteristic shear resistance values are calculated using an angle α be- tween the strength and the grain of 0°. (2) The characteristic shear resistance values are calculated using an angle α be- tween the strength and the grain of 90°. (3) The shear resistance characteristics are calculated considering the case of a thin plate (SPLATE ≤ 0,5 d1). (4) The shear resistance characteristics are calculated considering the case of a thick plate (SPLATE ≥ d1). 116 | KOP | CARPENTRY (5) 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. (6) The axial resistance to head pull-through was calculated using timber ele- ments. In the case of steel-to-timber connections, generally the steel tensile strength is binding with respect to head separation or pull-through. (7) During calculation, a thread length of b = 0,6 L is used, with the exception of the measures (*).
369 Pages | Valid until 04/2024 | Previous page | Next page
Choose your language
Legal issues
The manufacturer is exclusively responsible for the content, price and article details of the products and offers presented in the catalogues. Subject to technical and optical changes by the manufacturer and errors excepted.
Request form for special products
The ToolTeam® Procurement Service
Are you looking for products that are shown in the catalogue but cannot be purchased directly online?Our procurement service will be pleased to make you a non-binding and individual offer.