Title: FDV sekundaerstaal Bromstadveien.pdf
Characteristic resistancePartial safety factorPull-out for standard anchorage depth h Characteristic resistance N kN] in non-cracked concrete C20/25 PP Pull-out for reduced anchorage depth hejeqCharacteristic resistancein noncracked concrete C20/25NrkpC30/37Effective anchorage depthSpacingSpacingEdge distanceSpacingPartial safety factor b = Yusp 1.5" In absence of other national regulations2 The partial safety factor v = 1.0 is included¥ Pull-out failure is not decisive4 Use restricted to anchorages of indeterminate structural componentsTable 6: Displacements under tension loadsStandard anchorage depth2 240 320 400 Edge distance sz | 115 | 120 | 160 | 200 |Tension load . : 7.6 119 [ 167 | 238 |" i 0.5itDisplacemen : 23Reduced anchorage depthTension loadDisplacementWiirth Fixanchor WFA/S, WFA/hotdip galvanised Annex 5of EuropeanDesign method A, technical approvalCharacteristic values for tension loads, Displacements ETA-02/0001