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Screw catalogue 2020 Characteristic resistance of the shear load / permissible shear load in timber-timber connections ETA-11/0027 DIN EN 1995-1-1 + NA Characteristic resistance of the shear load / permissible shear load in steel-timber connections ETA-11/0027 DIN EN 1995-1-1 + NA Timber-Timber Screw-in angle to the grain αAD and αET = 90° Angle between shear load and grain of the wood: 0 - 90° Steel-Timber thin steel sheet t ≤ 0,5 ∙ d αET = 90° Angle lateral force - fiber: 0 - 90° Steel-Timber thik steel sheet t ≥ d2) αET = 90° Angle lateral force - fiber: 0 - 90° t FV,Rk FV,Rk FV,Rk (α = 0°) FV,Rk (α = 0°) AT FV,Rk (α = 90°) FV,Rk (α = 0°) ET FV,Rk (α = 0°) Fv,Rk AT FV,Rk AT ET F V,Rk ET (α = 0°) (α = 90°) zul. Fv FV,Rk (α = 90°) AT FV,Rk (α = 90°) ET t t FV,Rk (α = 90°) ET ET Fv,Rk zul. Fv t ET ET Fv,Rk zul. Fv [kN] [kN] [mm] [mm] [kN] [kN] [mm] [mm] [kN] [kN] 2,54 1,26 4 76 3,55 1,76 8 72 4,61 2,28 3,17 1,57 4 96 3,55 1,76 8 92 4,61 2,28 3,00 1,48 4 116 4,05 2,01 8 112 5,11 2,53 3,18 1,57 4 136 4,05 2,01 8 132 5,11 2,53 3,18 1,57 4 156 4,05 2,01 8 152 5,11 2,53 3,18 1,57 4 176 4,05 2,01 8 172 5,11 2,53 3,18 1,57 4 196 4,55 2,25 8 192 5,61 2,78 ... ... ... ... ... ... ... ... ... ... 3,18 1,57 4 396 4,55 2,25 8 392 5,61 2,78 3,55 1,75 5 75 4,32 2,13 10 70 6,18 3,05 4,00 1,98 5 95 4,99 2,47 10 90 6,52 3,22 3,88 1,92 5 115 5,69 2,81 10 110 7,22 3,57 4,63 2,29 5 135 5,69 2,81 10 130 7,22 3,57 4,71 2,33 5 155 5,69 2,81 10 150 7,22 3,57 4,71 2,33 5 175 6,19 3,06 10 170 7,72 3,82 4,71 2,33 5 195 6,19 3,06 10 190 7,72 3,82 4,71 2,33 5 215 6,19 3,06 10 210 7,72 3,82 4,71 2,33 5 235 6,19 3,06 10 230 7,72 3,82 4,71 2,33 5 255 6,19 3,06 10 250 7,72 3,82 4,71 2,33 5 275 6,57 3,25 10 270 8,10 4,00 ... ... ... ... ... ... ... ... ... ... 4,71 2,33 5 395 6,57 3,25 10 390 8,10 4,00 Edge and centre distances according to DIN EN 1995-1-1 Table 8.2. The shear load resistance was measured in line with the exact procedure described in DIN EN 1995-1-1 Section 8.2. Shear load resistance values do not apply to pre-drilled holes. Higher shear load resistance values are possible with pre-drilled holes. In order to calculate the permissible load γ M = 1,3; γF,global = 1,4 and kmod = 0,9 (e.g. KLED = short and NKL 2) was used. All mechanical values given are to be considered within the context of the assumptions taken and represent example calculations. All values given are subject to misprints and printing errors. Note: These fi gures are given solely to aid planning. Projects should always be calculated by structural engineers or support structure planners! 143 12
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