Dear all
I have furnished an FEM model for simple supported composite steel tub girder bridge for 60m curved span using shell and beam elements for steel and concrete deck. I am facing difficulty to get the maximum bending moment, shear force and torsion for design the box girder section. I am attaching the STAAD model for reference. I will appreciate for a prompt reply from the moderator and experienced users.
with thanks
Shailesh Rastogi
AECOM