I need some advice.
Situation
I have a flared steel bridge. the bridge is continuous. i am using leap steel bridge. there are 6 girders.
basically girder spacing at abutment 1 is 14 ft +/- and pier 2 is 13 ft +/-. (Flare portion).
From Pier 2 to pier 5 the girder spacing remains 13 ft +/-.
I tried making the flare portion a different member group than the straight portion, but that makes it like 2 different spans, but i need it to be a single continuous bridge.
Question
Any help on how to do this?
cant share more than this due to external issues.
thank you