Hi,
I have to model a bridge with a precast girder (beam elements) and a slab on top (quad elements).
Is there a way in CSM to apply the weight of the slab before activating its stiffness? I am looking for something similar to “SITU -1”, but this seems to work only when the beam elements have evolutive cross sections (the different parts of the cross section activate at different construction stages).
I am aware that one option is to model the slab without weight, calculate the slab weight “manually” and apply it in the CSM where it corresponds. But I am looking for a better workflow.
Thanks!!