I'm using the built-in workflow for creating substructure drawings as seen here. When I click on the pier the automatic section plane is shown at an angle, not parallel to the Support Line. The angle appears to be random, not associated with global coordinates…

Wondering if there is a way to model a curved or bent (broken-back) support line in OpenBridge Modeler? Thanks, Alicia

Hello Everyone, I would like to use GC in our modeling in OBM in modeling bridge supports because in FC (FunctionalComponents) I encountered some limitations . From what I understood, I should prepare the entire geometry with variables in a separate…

Is it possible to design post tensioned straddle bents in OpenBridgeDesigner/LeapConcrete? If so is there any tutorials on how to perform the design?

Hi, Dear All, Please see the following picture. Questions: 1. Is it possible for us to look into the footing design calculation details in LEAP bridge substructure? 2. The required bar area is constant through the footing for both X & Z directions…

Hi, Dear All, Could you please let me know how the Z is calculated in the wind load generator? How do we deal with the wind load on the crush wall which is under the column but above the footing? Also, what is the best practice to enter the buoyancy…

Hello, I am working in OpenBridge (10.9.1.15) StandAlone LEAP Concrete. I have a question about how to save reinforcement design in LEAP Concrete. When I am working in Substructure, I generate loads, run analysis and then design the reinforcement…

Hello, How do I control the spacing of the ledge reinforcement for an inverted T beam? I do not see a dialog box, I'm using LEAPBridge Concrete V 21.00.00.24. Thanks,

Hi I am looking to design a square column on a drilled shaft/Caisson however the square column size is larger than the caisson and would like to introduce a circular longitudinal reinforcement pattern in the column, so it sits well into the drilled…