Eurotec catalogue fastening technology Page 186
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Timber engineering Vertical wall or beam: Lift CLT wall or beam Connection in the Narrow surface Connector Lifting Anchor Mini Ø 40 mm + 8 x VSS 6 x 60 Stop bracket β 30° 360 45° 585 60° 869 75° 1196 β 90° Horizontal CLT wall or beam Notes: ● The tables are based on the expert evaluation report entitled ‘LoadCarrying Capacity of Connections with E.u.r.o. Tec HebeFix Mini Lifting Anchors’ by H.J. Blaß, 01/12/2020. ● The tables illustrate the ‘Horizontal wall or beam: Set upright, then lift’ load case. ● The table values are only valid for lifting or assembly states. ● The minimum cross-section thickness for walls and beams is 100 mm. ● The minimum distances between the edges of the connectors parallel to the component plane is 200 mm. ● The connectors must be screwed into the components’ centre plane flush, plus perpendicular to the surfaces of the narrow sides and side or end grain areas. ● The values in the table apply to characteristic raw densities of min. 350 kg/m³ for CLT and 385 kg/m³ for GLT. ● According to the above-mentioned expert report, a vibration coefficient of min ϕ = 2,0 must be used. ● The values stated in the table take a vibration coefficient of ϕ = 2,0. into account. For deviating vibration coefficients, the table values must be ultiplied by the factor 2,0/ϕ. 186 Total weight [kg] with 2 strands Vertical CLT wall or beam with n strands n x 688
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