Title: FDV sekundaerstaal Bromstadveien.pdf
Page 13 of European technical approval ETA-02/0001; issued on 10 November 2009Table 7: Design method A, Characteristic values for shear loadsS ) DSteel failure without lever armCharacteristic resistance Vnhs [kN] Partial safety factor Steel failure with lever arm Characteristic resistance Partial safety factorConcrete pryout failure for standard anchorage depth heyFactor in equation (5.6) of ETAG 001, 3 Annex C, 5.2.3.3 k [ 1.0 1.0 1.0 2.0Concrete pryout failure for reduced anchorage depth hegeqFactor in equation (5.6) of ETAG 001, Annex C, 5.2.3.3Partial safety factorConcrete edge failure for standard anchorage depth Effective length of anchor in shear loading Iy [mm] Concrete edge failure for standard anchorage depth hgeqEffective length of anchor in shear loading [mm] | 30% E 359 k 42 508 10 12Partial safety factor 152Diameter of anchor 6