OpenBridge LEAP Bridge Concrete Substructure module EH Cap/Stem Loads

I applied EH load as Stem/Cap loads in OpenBridge LEAP Bridge Concrete Substructure module. The software returns the EH load at the bottom of the column, but it does not transfer it to the bottom of the...
LEAP Substructure Cap Flexure Design @ Location 0

Is there a way to adjust the POI so that the cap is not analyzing the flexure at location 0? Even when hooking bars the effective steel is still computed as 0. How do I get beyond this error?
How to create a standalone Substructure or Superstructure only model in OBD?

Below are the steps to create a Substructure or Superstructure model: Open OBD and open your OBDX file As shown in the screenshot below: Choose the Standalone workflow; by selecting Standalone...
LEAP Substructure - Full height abutment on piles - footing reinforcement design

Hi - I'm designing a full height abutment and wingwalls on a shared footing supported on piles. LEAP has calculated an extremely large design moment and I can't quite back into the number. Can you explain...
Possible to include load "name" when importing to loads RC Pier from text file?

Hello, When importing a loads via a text file in RC Pier (LEAP BRIDGE CONCRETE), is it possible to add a parameter that specifies the "name" of the load? We calculate wind forces independently of...