column design in leap

Hi I m curious to know how the column design works behind the scene. I understand the methodology used in obtaining the P-M interaction for any biaxial column design. Then we place the Pu, Mux, Muy...
Leap bridge concrete Flexure check

Hi If we define bar length, is leap bridge software have capability to deduct development length based on dia of bar and calculate flexure check at that point.
LARS | LEAP | OpenBridge | OpenTunnel | RM

This is the Main Page of a series of Wiki articles on the Be Communities page for OpenBridge and OpenTunnel engineering software solutions from Bentley Systems Inc . OBD - OpenBridge Designer OTD - OpenTunnel...
Overstress factors not applied to column in LEAP Concrete?

Hi there, I am checking column capacity in LEAP Bridge CE V20. The default load combinations I am using are correctly applying the overstress factor (See below screenshot #1), however, the overstress...
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?