• Create Pier Functional Components - for Angle variable

    Thang Nguyen
    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 template, i see my Angle and Slope Variables was changed…
    • Answered
    • 27 days ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • How do I copy a pier to multiple locations in LEAP Concrete?

    Devon Kinsman
    Devon Kinsman
    I have a multi-span structure with 3 very similar piers with variable pier caps. In the ABC bridge wizard I defined a generic rectangular cap pier since it did not have the variable depth option in the wizard. I have now redefined one of the piers with…
    • 2 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Straddle Bent, Concrete Cap

    Sri
    Sri
    For the purpose of visualization, here is a quick workaround for modeling a straddle bent/pier. This pier is actually a second bridge with only a deck and with single column piers placed on either end. The cap is modeled with very minor dimensions and…
    • Straddle_Bent_workaround_OBM.png
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    • 9 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • Inverted Tee Pier Cap - Elevation Constraints

    Sri
    Sri
    New options coming for the inverted tee caps, ability to crown both the top and bottom of the ledge portion of the cap.
    • Pier_Cap_details.png
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    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • Unable to import wall from Etab's model to RCDC

    Aaradhya Rahate
    Aaradhya Rahate
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Aaradhya Rahate…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Partial Twin Leaf Pier

    MarcosBeier
    MarcosBeier
    In RM Bridge , at Modeler , to model a Partial Twin Leaf Pier users need to create two Rigid Connections at the respective Segment Point . Click at New Spring ; Select New Rigid Connection ; Assign the Spring/Rigid Connection Begin and End to…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • RM Bridge: FAQ Modeling inclined V, Y, or Arc shaped pylons

    MarcosBeier
    MarcosBeier
    The FAQ Modeling inclined V, Y, or Arc-shaped pylons demonstrate how Variables can be applied to create various shapes for RM Bridge models. The example files Y-Shape Inclined Pier.tcl can be used as a reference also for partial twin leaf piles and inclined…
    • 8 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Modeler: Substructure wizard

    MarcosBeier
    MarcosBeier
    In RM Bridge CONNECT Edition at Modeler inside the Piers definition there is a new option for inserting all substructure with meso-structure and infrastructure at once: the Substructure wizard . Right click on the Piers to have access to Substructure…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • ProConcrete Modeling tools in OBM

    Sri
    Sri
    Example of Pier Reinforced using the ProConcrete Modeling tools in OpenBridge Modeler
    • SK_3_OBM_Pier_Rebar.jpg
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    • over 3 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • RCPIER deletes strut-and-tie model for hammer head piers upon return to main LEAP Bridge Concrete screen.

    Stephen Sowal
    Stephen Sowal
    When using RCPIER and the strut-and-tie model for hammer head piers my strut-and-tie model deletes after I exit RCPIER to the main LEAP Bridge Concrete screen even after saving and generating reports. How can I preserve my model upon exiting RCPIER? …
    • over 4 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Modeling of Stiff Pier Shaft

    sambhav poddar
    sambhav poddar
    Dear Respected colleagues, as you can see from the attached images, i need help in modeling the true behavior of my pier system as shown in the 3D view. Since one pier is very stiff in transverse direction, there should be no deflection of any sorts but…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SACS - Different (Sloping) Water Depth and Soil Modeling

    Rodrigo Tozzi
    Rodrigo Tozzi
    Hi! My name is Rodrigo, i have a few questions as follows: a. Is it possible for SACS to do calculation for different (sloping) water depth in a single model? Like a pier/walkways from shore to the sea. b. I wonder the possibility of this solution…
    • Answered
    • over 5 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • LEAP Concrete Connect Pier Length Error and possible solutions?

    Alexander Abbott
    Alexander Abbott
    I am trying to model a 2-span 9-girder Prestressed Girder bridge in LEAP Concrete CONNECT v16.02.00.11 and am running into a geometry error. My two abutments are 103.77ft wide (to match the roadway) but the center pier is only ~95' wide (only extends…
    • over 5 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • 04. How to model soil over concrete pier type supports (bell foot type) in order to report realistic supports loads/displacements in AutoPIPE?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Environment: N/A Area: Modeling Original Author: Bentley Technical Support Group Date Logged & Current Version Dec. 2016 10.01.00.09 Problem: …
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Wiki
  • RE: RSS Pier Foundation

    Seth Guthrie
    Seth Guthrie
    We have pile caps, but not single pier foundations in the program. You can use any single foundation (spread footing or pile cap) to obtain critical combined foundation loads for a hand check of the pile if that's any use. There is a long standing enhancement…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pier Foundation with axial and lateral load

    Sye
    Sye
    Applies To Product(s): STAAD Foundation Advanced Version(s): ALL Environment: ALL Area: General Topics Subarea: Plant Foundation Original Author: Sye Chakraborty, Bentley…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RE: How to model bridge piers using STAAD

    Seth Guthrie
    Seth Guthrie
    If you are comfortable with solid elements then this seems like a good case to use them (the depth of the members approximates the length). Using tapered members for the flanges of the T and a stick model like the image would be simpler, however.
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Flyover Bridge Pier Visualization

    chrisedjohn
    chrisedjohn
    A rendering of an aesthetic treatment concept for a flyover bridge pier in an urban transportation project. Rendered in V8i SS2 08.11.07.773
    • Flyover Bridge Pier Visualization.jpg
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    • over 11 years ago
    • Visualization
    • Visualization Gallery