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Hi, I'm modeling a floorbeam-girder type of bridge where a steel deck sits between the main girders directly on the floorbeams. The railings are attached directly to the girder top flanges. I'm having a great deal of trouble modeling it in LARSA 4D for the model to capture the load path...

Hi all, I'm designing a temporary support system to support a box-girder type pier cap for a simple span bridge, using (2) support posts and a cap beam across the top of the post to bear under the box girder. I designed tube stiffeners to be wedged on the insides of the box girder, adjacent to...