I am pretty new to using Leap Bridge Steel, and have a question regarding a project I am working on. I have attached a general framing plan, and was wondering if Leap Bridge Steel was capable of modeling it, mainly due to the partial length girders. The framing plan consists of 7 straight, full-length, continuous girders, with 2 partial length, flared girders on one side, and 3 full-length, flared, continuous girders on the other side. Modeling the flared full-length girders is not an issue, but I am not sure how to handle the partial length girders. The only way that I have been able to model them is by placing a support where the partial length girder connects to the full-length girder and making it a separate unit, but this is obviously not correct. Any advice on how to properly model this?
It is possible to model Flared Girders but currently it is not possible to model the Partial length girders framing into main girders in Leap Steel.I apologize for the inconvenience.
But is possible to model Partial length,Flared girders in RM Bridge.
Please check the below mentioned youtube Link for more information.
https://www.youtube.com/watch?v=koI6o9lyJBw
Is it possible to model partial length beams that frame into a diaphragm between 2 full length beams in OpenBridge Steel?
Currently It is NOT possible to model partial length beams that frame into a diaphragm between 2 full length beams in OpenBridge Steel