• Create Pier Functional Components - for Angle variable
    Thang Nguyen
    Hello everyone, I have problem with the create Functional Componets in OpenBridge Modeler (OBM). I use Angle variable to create template Pier, but when I use tool "Place custom Pier" in OBM for this...
  • Strut and Tie model – Self weight of Hammer Head Pier cap.
    Vinay mysore
    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...
  • Possible to include load "name" when importing to loads RC Pier from text file?
    Michael Fraker
    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...
  • Getting a Microsoft .NET Framework error when opening Place Custom Abutment/Pier cell dialog
    Dilip Matange [Bentley]
    QUESTION : Getting a Microsoft .NET Framework error when opening Place Custom Abutment/Pier cell dialog. ANSWER : If you try to open Place Custom Abutment (or Place Custom Pier) tool in a new file...
  • LEAP Substructure Cap Flexure Design @ Location 0
    Carolyn Perry
    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?