Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
  • Welcome
  • Products
  • Support
  • About
  • More
  • Cancel
LARS | LEAP | OpenBridge | RM
  • Product Communities
  • More
LARS | LEAP | OpenBridge | RM
LARS | LEAP | OpenBridge | RM Wiki LARS Member Naming Convention
    • Sign in
    • -LARS | LEAP | OpenBridge | RM
      • Bridge Products: Operating System and Hardware Requirements
      • +OpenBridge Designer CONNECT Edition
      • +OpenBridge Modeler CONNECT Edition
      • -LARS Bridge and LARS Main Page
        • -00-LARS BRIDGE GENERAL
          • LARS Bridge Use ADTT for gamma__LL legal
          • LARS Bridge Wheel Reaction Factor
          • LARS Error "Analysis information is not available. Run analysis now"
          • LARS HL93_negative loading
          • LARS Manually Editing Reports
          • LARS Member Naming Convention
          • LARS Method to View Hidden Continuous Dead Loads on Flexural Members
          • LARS Result Comparisons to MBE Examples
          • LARS Use Bridge ID Greater Than 8 Characters
          • LARS What is the live load distribution factor based on?
          • LARS: Approach for calculating pre-stressed live load capacity for continuous members at interior supports
          • LARS: Default floorbeam spacing
          • LARS: Document additional customization options in v5.00.06.09
          • LARS: LLDF Cross-section Description screen use with floorbeam members.
          • LARS: Modeling of bent-up bars
          • LARS: Redundant vehicles in live load list
          • LARS: Tips for modeling bridges to make revisions easier
          • LARS: When Running LRFD Ratings, LDF ratings are sometimes low
        • +01-Structural Steel
        • +02-Reinforced Concrete
        • +03-Prestressed Concrete
        • +04 - Timber
        • +05 - Truss
        • +06 - Complex Truss
        • Working Remotely with LARS Application
      • +LEAP Bridge Concrete Main page
      • +Leap Bridge Steel Main Page
      • What’s New in LEAP Bridge Steel CONNECT Edition V19?
      • +RM Bridge CONNECT Edition
      • +OpenBridge Modeler V8i - Main Page
      • +LARSBridge V20 Main page
    • OpenBridge Designer: Onboarding Guide
    • What is New in OpenBridge Designer Connect Edition 10.08.01?
    • Working Remotely with OpenBridge Designer
    • Working from home with RM Bridge products

     
     Questions about this article, topic, or product? Click here. 

    LARS Member Naming Convention

    Document Information

    Document Type: FAQ

    Product(s): LARS Bridge/LARS

    Version(s): All

    Original Author: Bentley Technical Support Group

     

    What is the naming convention for members in LARS Bridge?

     

    LARS Bridge uses the following naming conventions:

    Flexural members are either (G)irders, (S)tringers or floor(B)eams and use a GXX, SXX, BXX convention.  Each flexural member must follow the given designations.  Girders and stringer are considered longitudinal members and floorbeams are transverse members.

    Truss members are in the form of panelpoint to panelpoint where (U)pper (L)ower, (M)id is used for the panel point designation and a two digit number for the panel point.  For example, the first member of the lower chord on a thru truss would be L00L01.

    • Share
    • History
    • More
    • Cancel
    • ZLujan Created by Bentley Colleague ZLujan
    • When: Fri, Jul 18 2014 3:28 PM
    • Revisions: 1
    • Comments: 0
    Recommended
    Related
    Communities
    • Home
    • Getting Started
    • Community Central
    • Products
    • Support
    • Secure File Upload
    • Feedback
    Support and Services
    • Home
    • Product Support
    • Downloads
    • Subscription Services Portal
    Training and Learning
    • Home
    • About Bentley Institute
    • My Learning History
    • Reference Books
    Social Media
    •    LinkedIn
    •    Facebook
    •    Twitter
    •    YouTube
    •    RSS Feed
    •    Email

    © 2021 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies