Real Anchor Profi

Real Anchor Profi

Fixings of tensioned members in small components make particularly high demands on the engineer. The bearing capacity is reduced on all four sides by low edge distances. In addition, minimum dimensions of the concrete member must be observed in accordance with the...
Earthquake ETAG 001, TR 045

Earthquake ETAG 001, TR 045

The function SEISMIC DESIGN allows the input of data for the design under earthquake loads according to ETAG 001, TR 045. Design method according to ETAG 001, TR 045 for use in concrete under seismic actions. Note: This function is only available if at least one...
DesignFiX – FEM module

DesignFiX – FEM module

DesignFiX offers a Finite Element Program (FEM) for the calculation of the base plate thickness. This program is only active if a profile is present, a valid design result is available and at least one anchor is loaded in tension. Steel type and corresponding yield...
Concrete edge failure

Concrete edge failure

Frequently asked question: In a narrow and thin component the resistance for concrete edge failure does not increase with increasing edge distance c1. What is the reason for this illogical baviour? Answer: With edge distances c2,1 and c2,2 and a component thickness h...