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?
Strut and Tie model – Self weight of Hammer Head Pier cap.

Document Information Document Type: FAQ Product(s): LEAP RCPier Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How does LEAP account for the self-weight of hammer...
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...
I am designing a footing cap for drilled shaft using STM model as per AASHTO but getting error message for Tension ties in Z direction. it doesn't help if i provide hook or exra reinforcement.

I am designing a footing cap for drilled shaft using STM model as per AASHTO but getting error message for Tension ties in Z direction. it doesn't help if i provide hook or exra reinforcement. Could you...
Girders not displaying in OBM

I am attempting to add beams to a beam layout, but I get the following in message center: "Command not defined for this application". Explorer shows a "Beam Group 1" but it's unchecked and the beams won...