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TW Catalogue EN Int. 03-2015

50 03/2015 11 WS-T Load-carrying capacity SFS intec AG / FasteningSystems / CH-9435 Heerbrugg / fs.heerbrugg@sfsintec.biz / www.sfsintec.biz Figure 2 b t1 t1 tb Figure 3 Figure 4 b t1 t2 t1 tb tb b t1 t2 t2 t1 tb tb tb fastener WS-T 7×73 7×93 7×113 7×133 7×153 7 ×173 7 ×193 7 ×213 7 ×233 timber width b in mm 80 100 120 140 160 180 200 220 240 side member t1 in mm 34 44 54 64 74 84 94 104 114 middle member t2 in mm — — — — — — — — — 0 7,15 8,41 9,51 10,6 11,3 11,7 11,7 11,7 11,7 30 6,54 7,80 8,74 9,88 10,5 11,1 11,1 11,1 11,1 45 6,04 7,29 8,10 9,11 9,84 10,4 10,6 10,6 10,6 60 5,62 6,87 7,58 8,47 9,29 9,80 10,1 10,1 10,1 90 5,27 6,52 7,13 7,93 8,82 9,28 9,71 9,71 9,71 ©SFSintec,iTW904339,01/11 WS_02_EC5_en_CH_Hgg_3.01_7mm Technicalchangesreserved PrintedinSwitzerland o o o o o angle  between the force and the direction of grain Characteristic load-carrying capacity Rk in kN per dowel in double shear connections Table 2 fastener WS-T 7×73 7×93 7×113 7×133 7×153 7 ×173 7 ×193 7 ×213 7 ×233 timber width b in mm 80 100 120 140 160 180 200 220 240 side member t1 in mm — — — 40 40 55 65 65 75 middle member t2 in mm — — — 48 68 58 58 78 78 0 — — — 17,8 19,8 21,3 22,4 22,4 23,1 30 — — — 16,3 18,6 19,4 20,5 21,1 21,6 45 — — — 15,0 17,6 17,8 18,8 19,8 20,5 60 — — — 13,9 16,8 16,4 17,3 18,7 19,5 90 — — — 13,0 15,8 15,3 16,1 17,7 18,6 o o o o o Characteristic load-carrying capacity Rk in kN per dowel in fourfold shear connections Table 3 fastener WS-T 7×73 7×93 7×113 7×133 7×153 7 ×173 7 ×193 7 ×213 7 ×233 timber width b in mm 80 100 120 140 160 180 200 220 240 side member t1 in mm — — — — — 39 39 43 53 middle member t2 in mm — — — — — 42 52 58 58 0 — — — — — 25,0 29,1 31,7 32,8 30 — — — — — 22,8 26,4 28,8 29,8 45 — — — — — 20,9 24,2 26,4 27,2 60 — — — — — 19,3 22,3 24,4 25,0 90 — — — — — 17,8 20,6 22,6 23,2 o o o o o Characteristic load-carrying capacity Rk in kN per dowel in sixfold shear connections Table 4 strength class GL 24c 24h 28c 28h 32c 32h 36c 36h kin kg/m3 350 380 410 430 450 conversion factor 0,93 1,00 1,04 1,06 1,09 Characteristic values Rk apply to glulam GL24h. Characteristic values Rk can be multiplied by the following conversion factors for other strength classes: In the case of several dowels n inserted in rows in the direction of the grain, the characteristic values per dowel Rk must be multiplied by the effective number nef in accordance with the adjoining table. Effective number nef is applicable for a spacing of 50 mm between the dowels in the direction of the grain. Effective number of fasteners nef n 1 2 3 4 5 0° 1,00 1,61 2,31 3,00 3,66 30° 1,00 1,74 2,54 3,33 4,11 45° 1,00 1,80 2,66 3,50 4,33 60° 1,00 1,87 2,77 3,67 4,55 90° 1,00 2,00 3,00 4,00 5,00 The calculation of the design value Rd is performed in accordance with EN 1995-1-1:2004/A1, section 2: Rk · kmod Rd = Joint slip The slip modulus Kser can be calculated in accordance with EN 1995-1-1:2004/A1, section 7. Where necessary the National annex must be considered. Turn ideas into reality. with = 1,3 in accordance with EN 1995-1-1:2004/A1, Table 2.3 M M angle  between the force and the direction of grain angle  between the force and the direction of grain angle  between the force and the direction of grain 11. Technical documentation and data sheets 5003/2015 fastener WS-T 7×737×937×1137×1337×1537 ×1737 ×1937 ×2137 ×233 timber width b in mm 80100120140160180200220240 side member t1 in mm 34445464748494104114 07,158,419,5110,611,311,711,711,711,7 306,547,808,749,8810,511,111,111,111,1 456,047,298,109,119,8410,410,610,610,6 605,626,877,588,479,299,8010,110,110,1 905,276,527,137,938,829,289,719,719,71 fastener WS-T 7×737×937×1137×1337×1537 ×1737 ×1937 ×2137 ×233 timber width b in mm 80100120140160180200220240 side member t1 in mm — — — 404055656575 middle member t2 in mm — — — 486858587878 0 — — — 17,819,821,322,422,423,1 30 — — — 16,318,619,420,521,121,6 45 — — — 15,017,617,818,819,820,5 60 — — — 13,916,816,417,318,719,5 90 — — — 13,015,815,316,117,718,6 fastener WS-T 7×737×937×1137×1337×1537 ×1737 ×1937 ×2137 ×233 timber width b in mm 80100120140160180200220240 side member t1 in mm — — — — — 39394353 middle member t2 in mm — — — — — 42525858 0 — — — — — 25,029,131,732,8 30 — — — — — 22,826,428,829,8 45 — — — — — 20,924,226,427,2 60 — — — — — 19,322,324,425,0 90 — — — — — 17,820,622,623,2 kin kg/m3 350380410430450 conversion factor 0,931,001,041,061,09 n 12345 0° 1,001,612,313,003,66 30° 1,001,742,543,334,11 45° 1,001,802,663,504,33 60° 1,001,872,773,674,55 90° 1,002,003,004,005,00

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