Single anchor	Anchor group
Steel failure
Pull-out/pull-through 1)
Conical concrete break-out
Splitting 2)

1) If pull-out/pull-through does not occur then this is stated in the corresponding European approval and the verification is not required.
2) Verification for splitting is not required if the edge distance in all directions is c ≥ 1,2 ∙ c_cr,sp and the thickness of the concrete component is h ≥ 2 ∙ h_ef  or if the selected anchor is suitable for use in cracks, the verification is carried out for cracked concrete and a reinforcement is present that limits the crack width to w_k ≈ 0,3 mm, taking into account the splitting forces introduced by the anchors. The values c_cr,sp are given in the European approval.

	Single anchor	Anchor group
Steel failure
Combined pull-out and concrete failure
Conical concrete break-out
Splitting 1)

1) Verification for splitting is not required if the edge distance in all directions is c ≥ 1,2 ∙ c_cr,sp and the thickness of the concrete component is h ≥ 2 ∙ h_min  or if the selected anchor is suitable for use in cracks, the verification is carried out for cracked concrete and a reinforcement is present that limits the crack width to w_k ≈ 0,3 mm, taking into account the splitting forces introduced by the anchors. The values c_cr,sp and hmin are given in the European approval.