• Consulting Firms are now welcome to the Texas DOT Bentley Communities webpage

    Steve Phipps-C
    Steve Phipps-C
    All, Consulting firms are now welcome to join the Texas DOT Bentley Communities webpage. Feel free to invite anyone who works with a consulting firm. If you wish, you can send them the following link to request access: Texas DOT
    • 4 months ago
    • Texas DOT
    • Texas DOT Blog
    • Brent Shimanek
    • Richard Valdez
  • Deck Panel Modeling in OpenBridge Modeler

    Sri
    Sri
    Stay-in-Place partial depth Deck Panels were modeled in OpenBridge using the "Accessories by Path" command.
    • PartialDepth_DeckPanels.png
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    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
  • RE: New Forum for ADINA

    Seth Guthrie
    Seth Guthrie
    We are still trying to work out those details, but the ADINA products won't be part of the Structural WorkStuite (aka Enterprise) anytime soon.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • RE: STAAD Foundation Isolated Footing Area Computation

    Kris Sathia
    Kris Sathia
    Answer to question (a) Factored load combinations are used for final dimensions usually only if M/P is greater than 0.5 times the dimension calculated using the service loads for either of the two directions. Bending moments and shear forces for the…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: STAAD Foundation Isolated Footing Area Computation

    Kris Sathia
    Kris Sathia
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Direct Analysis Method

    Seth Guthrie
    Seth Guthrie
    This wiki explains the complete workflow to perform the Direct Analysis Method using RAM Elements. 1.1 Introduction In order to use the Direct Analysis Method, the next steps are required: Definition and creation of Notional Loads. This is done…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Custom Load Group and load combination (wind load)

    Dilip Matange [Bentley]
    Dilip Matange [Bentley]
    When we use new/custom load groups the program is not generating Load Combinations for the respective Wind loads as it does when using default load groups. It seems to be generating as if we were using the cross combination option. Current LEAP Bridge…
    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • Arch Bridge model in OBM

    Sri
    Sri
    Modeling a concrete Arch Bridge in OBM
    • OBM_Arch_Bridge.png
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    • over 1 year ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Files
    • MarcosBeier
  • RE: Read reinforcement option in Open Bridge Designer

    Vlad Grigoras
    Vlad Grigoras
    Hi Rafal, The reinforcement is read only for the footings. If you have designed other elements in LEAP, they will not be created in OBM. This is something that we seek to implement in future versions of OBM.
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Read reinforcement option in Open Bridge Designer

    Rafal Anay
    Rafal Anay
    Hello All I am having a problem with reading reinforcement designed by leap bridge. After I got the model done using BIM work flow, I sent it to leap for design, then I got the design done and closed the leap bridge to update the model. After that…
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum