hi i have created a model of precast I girder bridge and after that have have then created a moving load case where i move trucks at different speeds on my bridge now i want to se determine what deflections are produced in that model and want that deflection result in a tabular form is possible...
hi i am new to bridge design and i am having trouble transferring live load on the pile cap can some one help i have a 70 ft simply supported span and my loading is hs20-44