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•
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Page 15 of 15
© by E.u.r.o.Tec GmbH · Last updated 06/2021 · Subject to changes, additions, typesetting and printing errors.
Timber engineering
OPERATING INSTRUCTIONS
BALL SUPPORTING BOLT
Glue-laminated timber beams
CLT ceiling
β
δ
β
δ
β
δ
β
δ
β
δ
β
δ
β
δ
β
δ
Notes:
·
The tables are based on the expert Evaluation report entitled ‘Load-Carrying Capacity of Connections with E.u.r.o. Tec
Hebe
Fix
Mini Lifting Anchors’ by H. J. Blaß, 01/12/2020.
·
The tables illustrate an example of ´Lifting of horizontal ceiling elements.‘
·
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 multiplied by the factor 2.0/
ϕ
.
If you are not familiar with how this product is used, and particularly with the product’s intended use, please contact our Application Technology department
