by Dr. Rainer Mallée | Feb 2016 | FAQ / Knowledge Base
In a concrete component with at least three edges in a distance less than 1.5 times the embedment depth the resistance for conical concrete break-out, splitting and pry-out failure does not increase … What is the reason for this illogical behaviour?
by Dr. Rainer Mallée | Dec 2015 | DesignFiX On Tour
Fixings of tensioned members in small components make particularly high demands on the engineer.
by Dr. Rainer Mallée | Jun 2015 | ETAG 001, FAQ / Knowledge Base
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...
by Stefan Ziegler | Apr 2015 | FAQ / Knowledge Base
3D Anchor Design The 3D-Model shows your application including concrete component (base material), attachment, anchor layout, profile and loads. Based on this information a design is carried out for the selected anchor in real time at any change of the entered data...
by Stefan Ziegler | May 2014 | ETAG 001, FAQ / Knowledge Base
Excerpt of the most important variables for an anchor design with DesignFiX. These terms we use in our DesignFiX documentation. 1a3Increase of the lever arm of a shear load due to spalling of the concrete surface during drilling 4A°c,NBase area of the idealized...
