Earthquake ETAG 001, TR 045 Section 5.3b

Earthquake ETAG 001, TR 045 Section 5.3b

What about design with requirements on the ductility of the anchors in accordance with TR 045, Section 5.3b? Technical Report TR 045 offers different design options: Capacity design in accordance with TR 045, Section 5.3a1 Elastic design in accordance with TR 045,...
Terminology and symbols

Terminology and symbols

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...