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The loads on an anchor plate (tension, compression forces, shear loads, bending, torsion moments) shall distributed to tension and shear forces acting on the indiv. anchors of a group.
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Post-installed anchors fail under shear load due to steel failure, concrete edge failure or pry-out failure (on the opposite side of the load).
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Mechanical post-installed anchors fail under tension load by steel failure, pull-out/pull-through failure, conical concrete break-out and splitting failure. Chemical post-installed anchors do not fail due
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Required verifications for post-installed anchors under shear load
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Required verifications for tension loads: Table 2 summarizes the required verifications for mechanical post-installed anchors under tension load.
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DesignFiX - Program areas within the module Anchor Design
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Hole pattern: All permissible patterns according to ETAG 001, Annex C and TR 029 are considered (single anchors and group with two, three, four, six and eight anchors)
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With this function, the state of the base material (cracked / non-cracked concrete) and the actual concrete strength class can be selected. REINFORCEMENT, DRILL HOLE, TEMPERATURE
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The tab CALCULATION in the module Anchor Design contains three groups: Geometry, FEM calculation, DesignFiX Information
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