Respected Sir,
I am sending one staad model on bridge deck which is subjected to live load only. The bridge contains deck (plate) element , longitudinal and cross girder. The mesh size is 0.80 x 0.83 m for plate. 10 Live Load Genrerated Cases have been generated.
I want to ask the question is whether the Mx and My distribution due to all generated cases is correct or not. Since I am not able to visualize the result. Please help me.
I am attaching the model.
The file name LL load without diaphragm