Eurotec catalogue fastening technology Pagina 241
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Timber engineering Load direction F2/3 Fixing in the sole plate Timber/Concrete Anchor nails Dimensions [mm] 4 x 40 Quantity (n) Char. Shear carrying capacity [kN] Fixing in the concrete ceiling Joining devices 4 x 50 Angle-bracket screw 4 x 60 5 x 40 5 x 50 34 23,9 28,1 5 x 60 Paneltwistec CH Rock concrete screws Bolt anchor 5 x 120 Ø 12,5 Ø 12 6 2 2 – 20,5 11,6 34 29,1 32,7 34,9 37,2 Steel S250 156 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. Boundary bearing force according to EC3: Fb,Rk ø14mm = 93,75 kN 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 F2/3 Fixing in the sole plate and solid timber ceiling Steel Joining devices Timber/Timber Anchor nails Dimensions [mm] 4 x 40 Quantity (n) 4 x 50 4 x 60 5 x 40 5 x 50 29 Char. Shear carrying capacity [kN] 19,3 Paneltwistec CH Angle-bracket screw 5 x 60 29 22,8 23,6 26,5 S250 5 x 120 4 28,3 30,1 – 156 Load direction F2/3 Fixing in the sole plate Joining devices Timber/Concrete Anchor nails Dimensions [mm] 4 x 40 Quantity (n) Char. Shear carrying capacity [kN] Fixing in the concrete ceiling 4 x 50 Angle-bracket screw 4 x 60 5 x 40 29 19,3 22,8 5 x 50 5 x 60 29 23,6 26,5 28,3 30,1 Paneltwistec CH Rock concrete screws Bolt anchor 5 x 120 Ø 12,5 Ø 12 4 2 2 – 14,4 11,2 Steel S250 156 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. Boundary bearing force according to EC3: Fb,Rk ø14mm = 93,75 kN 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. 241
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