Eurotec catalogue fastening technology Pagina 254
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Timber engineering Tension strap HB60 – static values F1 F1 Load direction F1 Connection Timber-Concrete Wood side connection Concrete side connection Char. Shear carrying apacity [kN] Paneltwistec CH Ø 5 x 120 n=9 Anchor nails Ø 4 x 40 n=6 Anchor nails Ø 4 x 50 n=6 Rock Rock Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=1 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 20,8* 20,8* 12,6 20,8* 9,3 9,3 9,3 9,3 11,0 11,0 Anchor nails Ø 4 x 60 n=6 Rock Rock Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=2 n=2 n=1 11,0 11,0 11,4 11,4 Load direction F1 Connection Timber-Concrete Wood side connection Concrete side connection Anchor nails Ø 4 x 60 n=6 Bolt anchor Ø 12 x 110 n=1 Angle-bracket screw Ø 5 x 40 n=6 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Angle-bracket screw Ø 5 x 50 n=6 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Angle-bracket screw Ø 5 x 60 n=6 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Bolt anchor Ø 12 x 110 n=2 Char. Shear carrying 11,4 11,4 10,9 10,9 10,9 10,9 12,0 12,0 12,0 12,0 13,1 13,1 12,6 13,1 apacity [kN] * Concrete edge breakout for cracked concrete 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. Tension strap HB70 – static values F1 F1 Load direction F1 Connection Timber-Concrete Wood side connection Concrete side connection Char. Shear carrying apacity [kN] Paneltwistec CH Ø 5 x 120 n=12 Rock Rock Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=1 20,8* 20,8* 12,6 Anchor nails Ø 4 x 40 n=8 Anchor nails Ø 4 x 50 n=8 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 20,8* 12,5 12,5 12,5 12,5 14,7 14,7 12,6 Anchor nails Ø 4 x 60 n=8 Rock Rock Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=2 n=2 n=1 14,7 15,2 15,2 Load direction F1 Connection Timber-Concrete Wood side connection Concrete side connection Anchor nails Ø 4 x 60 n=8 Bolt anchor Ø 12 x 110 n=1 Angle-bracket screw Ø 5 x 40 n=8 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Angle-bracket screw Ø 5 x 50 n=8 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Angle-bracket screw Ø 5 x 60 n=8 Rock Rock Bolt anchor Bolt anchor concrete screws concrete screws Ø 12 x 110 Ø 12 x 110 Ø 12,5 x 120 Ø 12,5 x 120 n=1 n=2 n=2 n=1 Bolt anchor Ø 12 x 110 n=2 Char. Shear carrying 12,6 15,2 17,2 17,1 12,6 17,1 18,2 18,2 12,6 18,2 19,0 19,0 12,6 19,0 apacity [kN] * Concrete edge breakout for cracked concrete 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. 254
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