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Hi IDS, The reason I am expecting similar results is that, for the model with pinned and roller support, I have applied an equal but opposite upward force on the bottom slab (see green loading in the diagram below). This force is assumed to be soil reactions where the vertical loading will be...

Hi All, I am modelling box culvert in Staad pro. I have tried 2 ways in the modelling. The first one is providing pinned and roller support beneath the box culvert. Second method is by assigning vertical compression only spring support and perform repeat load case. They are suppose to get the...