Eurotec catalogue fastening technology Página 239
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Timber engineering Load direction F2/F3 Connection Timber-Concrete Vertical leg connection Anchor nails Ø 4 x 40 n=34 Anchor nails Ø 4 x 40 n=34 Anchor nails Ø 4 x 50 n=34 Bolt anchor Ø 12 x 110 n=2 Rock concrete screws Ø 12,5 x 120 n=2 Anchor nails Ø 4 x 50 n=34 Anchor nails Ø 4 x 60 n=34 Bolt anchor Ø 12 x 110 n=2 Rock concrete screws Ø 12,5 x 120 n=2 Angle-bracket screw Ø 5 x 40 n=34 Anchor nails Ø 4 x 60 n=34 Angle-bracket screw Ø 5 x 40 n=34 Angle-bracket screw Ø 5 x 50 n=34 Angle-bracket screw Ø 5 x 50 n=34 Angle-bracket screw Ø 5 x 60 n=34 Angle-bracket screw Ø 5 x 60 n=34 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 34,9 23,4 37,2 23,4 Paneltwistec CH Ø 5 x 120 n=6 Horizontal leg connection Rock concrete screws Ø 12,5 x 120 n=2 Rock concrete screws Ø 12,5 x 120 n=2 Bolt anchor Ø 12 x 110 n=2 incl. pressure plate 230 x 70 Char. Shear carrying capacity [kN] 23,9 23,4 28,1 23,4 29,1 23,4 32,7 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 2 Load direction F2/F3 Connection Timber-Timber Vertical leg connection Anchor nails Ø 4 x 40 n=29 Anchor nails Ø 4 x 50 n=29 Anchor nails Ø 4 x 60 n=29 Horizontal leg connection Anchor nails Ø 4 x 40 n=29 Anchor nails Ø 4 x 50 n=29 Anchor nails Ø 4 x 60 n=29 Angle-bracket screw Ø 5 x 40 Angle-bracket screw Ø 5 x 50 Angle-bracket screw Ø 5 x 60 n=29 n=29 n=29 Paneltwistec CH Ø 5 x 120 n=4 Angle-bracket screw Ø 5 x 40 Angle-bracket screw Ø 5 x 50 Angle-bracket screw Ø 5 x 60 n=29 n=29 n=29 Paneltwistec CH Ø 5 x 120 n=4 Char. Shear carrying capacity [kN] 19,3 22,8 23,6 26,5 28,3 30,1 Char. Shear carrying capacity [kN] (Use of Sonotec SK04) 14,3 16,9 17,5 20,7 22,1 23,5 Load direction F2/F3 Connection Timber-Concrete Vertical leg connection Horizontal leg connection Char. Shear carrying capacity [kN] Anchor nails Ø 4 x 50 n=29 Anchor nails Ø 4 x 60 n=29 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 19,3 22,8 22,8 23,6 Anchor nails Ø 4 x 40 n=29 Anchor nails Ø 4 x 50 n=29 Rock concrete screws Ø 12,5 x 120 n=2 19,3 Anchor nails Ø 4 x 40 n=29 Angle-bracket screw Ø 5 x 40 n=29 Angle-bracket screw Ø 5 x 40 n=29 Angle-bracket screw Ø 5 x 50 n=29 Angle-bracket screw Ø 5 x 50 n=29 Angle-bracket screw Ø 5 x 60 n=29 Angle-bracket screw Ø 5 x 60 n=29 Paneltwistec CH Ø 5 x 120 n=4 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 28,3 23,4 30,1 23,4 Anchor nails Ø 4 x 60 n=29 23,4 26,5 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. 239
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