Hello everyone.
I am trying to perform the fatigue design of a post tensioned concrete bridge and I am having some trouble defining the fatigue load train FLM3.
According to EN 1991-2 4.6.4 (3), if the maximum span length of a bridge is ≥ 40m we have to take into account two vehicles in the same traffic lane with different self weight in a distance between those two vehicles >40m
Is it possible to define this load train in sofiload?
Thanks in advance