How can I consider the partial safety factor γQ,T in the automatic load combinations with 1.0 according to DIN EN 1992‑1‑1/NA: Chapter NCI 2.3.1.2 (3), or DIN EN 1990/NA Chapter NDP A.1.3.1 (4)? The value γQ,T = 1.5 is used by default.
I would like to calculate a hall frame with loads from a crane runway. It is not quite clear to me what the various action categories denote. Can you explain it to me?