Hi guys,
Quick questions in LEAP Steel. I have a 16 span steel girder bridge with a total length of 827 feet. The bridge doesn't have abutments and it has two cantilever girders at two ends. Can I model it in LEAP steel. Also, the program says the structure is too big to run the FEM analysis. I increased the mesh size and preview analytical model. It did not give me an updated model. How can I confirm that LEAP steel changes the mesh size? Thank you in advance.
Kai