Hello all, I currently have a bridge with 3 spans in OBD. In span 1 and 3 I'm using concrete girders while in span 2 I'm using built up steel girders. I will be using LEAP Steel to design the steel girders and Leap concrete for concrete girders. My question…

Has anyone else had this issue? I can run an analysis and nothing gets flagged in the "Under Design Report", but after looking at the Strength V Limit State reports there are failing members in Shear. Also I have attached an example picture of what the…

Open Bridge Designer Version: 10.08.01.30 Open Bridge Modeler Version: 10.08.01.87 Leap Bridge Steel Version: 20.00.00.24 I am having difficulties with using leap bridge steel within the open bridge designer application. I am finding that each…

Hi All, I'm calculating the screed elevations, top of haunch elevations, and final deck surface elevations. I had the following questions: Is there a way to get OpenBridge Modeler or LEAP Bridge Steel to provide these elevations? Or is the best…

Currently working on a two-span curved steel girder bridge using a hammerhead pier, but every time I change the maximum height of the pier cap, to something other than 5ft, the next time the model is opened that max pier cap height always reverts back…

Hello all, The LEAP Bridge Steel (LBS) is a great tool we utilized for steel I-Girder design in our office. But it is not possible to model steel tub girders even in the latest version (v10.01.00.05). Is there any future plan to make steel tub girder…