I defined one construction sequence that erects one half of the bridge: one half structure associated with one pier.Īfter I ran the data file, I could not find any of the above load cases for result review. Load from the form traveler, Load groups FT_P1_0 - 11
Segment erection, Load groups: PS_P1_0 - 11 Will be added gradually according to the advance of the + Wet concrete load: Load groups SW1G_0. Removed once the segmental component is added as a structural entity with its Girder self-weight, including frame element loads, and wet-concrete which is Self-weight from the pier column, Element load group: LD1P_SW