Is there a way for LEAP Steel to account for ADTT for Shear Stud Check?
I can't find any place in LBS that asks for ADTT. So my conclusion would be that it is always using Fatigue I. However my ADTT is low enough that I should be using Fatigue II according to AASHTO 6.10.10.2, but I don't see anywhere that would tell LBS…
LBS: Hammer head pier cap height reverts back to 5 ft value.
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…
Steel Tub-Girder in LEAP Bridge Steel
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…
RE: Eccentric Column in LEAP Steel Bridge
When we define the Offset to Bridge CL, the whole bridge moves with respect to the main alignment:
Now when you are placing the columns they are placed with respect to the Pier. For example if I am placing 2 columns on Pier # 1, each column has…