Eurotec catalogue fastening technology Page 238
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Timber engineering Shearing angle – static full utilisation values F2 F3 Load direction F2/F3 Connection Timber-Timber Vertical leg connection Anchor nails Ø 4 x 40 n=41 Anchor nails Ø 4 x 50 n=41 Anchor nails Ø 4 x 60 n=41 Angle-bracket screw Ø 5 x 40 Angle-bracket screw Ø 5 x 50 Angle-bracket screw Ø 5 x 60 n=41 n=41 n=41 Horizontal leg connection Anchor nails Ø 4 x 40 n=41 Anchor nails Ø 4 x 50 n=41 Anchor nails Ø 4 x 60 n=41 Char. Shear carrying capacity [kN] 30,5 36 37,2 41,9 44,6 47,6 Char. Shear carrying capacity [kN] (Verwendung Sonotec SK04) 22,6 26,6 27,5 32,7 34,8 37,1 Paneltwistec CH Ø 5 x 120 n=6 Angle-bracket screw Ø 5 x 40 Angle-bracket screw Ø 5 x 50 Angle-bracket screw Ø 5 x 60 n=41 n=41 n=41 Paneltwistec CH Ø 5 x 120 n=6 Load direction F2/F3 Connection Timber-Concrete Vertical leg connection Horizontal leg connection Char. Shear carrying capacity [kN] Anchor nails Ø 4 x 40 n=41 Anchor nails Ø 4 x 40 n=41 Anchor nails Ø 4 x 50 n=41 Anchor nails Ø 4 x 50 n=41 Anchor nails Ø 4 x 60 n=41 Rock concrete screws Ø 12,5 x 120 n=2 Bolt anchor Ø 12 x 110 n=2 Rock concrete screws Ø 12,5 x 120 n=2 Bolt anchor Ø 12 x 110 n=2 Rock concrete screws Ø 12,5 x 120 n=2 30,5 23,4 36,0 23,4 37,2 Angle-bracket screw Ø 5 x 40 n=41 Angle-bracket screw Ø 5 x 40 n=41 Angle-bracket screw Ø 5 x 50 n=41 Angle-bracket screw Ø 5 x 50 n=41 Angle-bracket screw Ø 5 x 60 n=41 Angle-bracket screw Ø 5 x 60 n=41 Paneltwistec CH Ø 5 x 120 n=6 Rock Bolt anchor concrete screws Ø 12 x 110 Ø 12,5 x 120 n=2 n=2 incl. pressure plate 230 x 70 Bolt anchor Ø 12 x 110 n=2 Rock concrete screws Ø 12,5 x 120 n=2 Bolt anchor Ø 12 x 110 n=2 Rock concrete screws Ø 12,5 x 120 n=2 Bolt anchor Ø 12 x 110 n=2 23,4 44,6 23,4 47,6 23,4 Anchor nails Ø 4 x 60 n=41 23,4 41,9 The load-bearing capacities were determined based on ETA-19/0020 Characteristic load-bearing capacity in kN, wood strength class 350 kg/m³ char. Gross density. The minimum distances between the connectors and the edges according to EC5 must be complied with. Please note: Verify the assumptions made. The stated values, and type and number of joining devices are based on preliminary measurements. Projects are to be dimensioned exclusively by authorised persons in accordance with the State Building Code. As per LBauO, please contact a qualified structural engineer for a paid proof of stability. We will be happy to refer you to someone. Partial utilisation 1 Load direction F2/F3 Connection Timber-Timber Vertical leg connection Anchor nails Ø 4 x 40 n=34 Anchor nails Ø 4 x 50 n=34 Anchor nails Ø 4 x 60 n=34 Angle-bracket screw Ø 5 x 40 Angle-bracket screw Ø 5 x 50 Angle-bracket screw Ø 5 x 60 n=34 n=34 n=34 Paneltwistec CH Ø5 x 120 n=6 Horizontal leg connection Anchor nails Ø 4 x 40 n=34 Anchor nails Ø 4 x 50 n=34 Anchor nails Ø 4 x 60 n=34 Angle-bracket screw Ø 5 x 40 Angle-bracket screw Ø 5 x 50 Angle-bracket screw Ø 5 x 60 n=34 n=34 n=34 Char. Shear carrying capacity [kN] 23,9 28,1 29,1 32,7 34,9 37,2 Char. Shear carrying capacity [kN] (Use of Sonotec SK04) 17,7 20,8 21,5 25,5 27,2 29 Paneltwistec CH Ø 5 x 120 n=6 238
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