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...
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...