Dear Biff,
Thank you for your question.
The pull-out test load and test requirement should be mentioned in the Approval letter. In general, it will be (1.5 x recommended load) under a standard method for conducting tests in axial tensile forces based on the BS -1: , the HST3 recommended load table is attached for your reference.
Moreover, The test load for the pull-out test should be review by the approver or designer.
Let us know if you need any further information.
Cheers,
Calvin
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Caution also applies if the drilling method used deviates from that required in the approval, e.g. drilling is carried out with an impact, although the ETA of the washer anchor describes a rotary drill position for the substrate used.
Whenever no load-bearing capacity values are specified in the ETA for the explicitly existing substrate or the selected drilling method, anchor pull-out tests must be carried out. Only with the data from the tests can the proof of the total load-bearing capacity of the ETIC system be provided and thus the required numbers of anchors be calculated.
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