The PGL of the bridge is a straight line followed by a horizontal curve. The curve portion starts at the middle of a span. Bridge deck is tapered for the straight line portion and constant for the curve portion.
I tried the three different ways (Independent, concentric to align., custom beam path) in Member Group of Leap Steel to model the girder layout, but couldn't find a way to model it exactly as the plan shows.
Could you let me know how to solve this problem?
Thank you.
Please attach the plan of the bridge as it will help us to resolve the issue.