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International Catalogue

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▸ Expert tip<br />

▪ Decide the size, direction and the pickup point of the load. These<br />

parameters determine the utilisation of the anchoring.<br />

▪ Characteristic failure loads (N RK or V RK) describe every load that<br />

is reached or exceeded in 95% of all failures (5% fractile).<br />

▪ Permissible loads are working loads that already include an<br />

appropriate material and installation safety factor. These apply only,<br />

if the approval conditions are complied with (N app or V app ).<br />

▪ Recommended loads or maximum working loads include an<br />

adequate load safety factor. These apply only if the manufacturer’s<br />

specifications are complied with. (F rec – valid for all load directions,<br />

N rec or V rec )<br />

▪ The calculation is carried out by dividing the respective failure load<br />

or characteristic loads by a safety factor.<br />

▪ Recommended safety factor compared to the average failure<br />

load.<br />

Steel and bonded anchors 4 ≤ <br />

plastic anchor<br />

7 ≤ <br />

▪ Recommended safety factor compared to the characteristic<br />

failure loads.<br />

Steel and bonded anchors 3 ≤ γ<br />

plastic anchor<br />

5 ≤ γ<br />

▪ The specified loads loads apply to individual anchors that are<br />

placed away from the edge, i.e. there is no influence of edges,<br />

corners and other anchors.<br />

▪ The characteristic axis- and edge distances, labelled with C cr,N<br />

and C cr,V , give the distances at which an anchor can have its max.<br />

characteristic load in the material.<br />

▪ The specified minimum axis- and edge distances, labelled with<br />

S min and C min , give the distances where there is no failure of the<br />

building material during the installation of the anchor. The loads<br />

must be reduced in this case → Adhere to the design methods.<br />

Tension<br />

Compression<br />

Shear load<br />

Combined tension and shear<br />

load<br />

Basic Knowledge of Fastening Technology<br />

Combined tension and shear<br />

load at distance e<br />

shear load at distance e<br />

Type of loads<br />

statically dormant dynamically rising dynamically changing shock earthquake<br />

457

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