Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
RAM | STAAD | ADINA
  • Product Communities
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki Tapered  Section Design to Eurocode 3 EN 1993-1-1 2005
    • Sign In
    • -RAM | STAAD | ADINA Wiki
      • +ADINA
      • +iTwin Analytical Synchronizer_
      • +Structural Analysis Support Solutions
      • +RAM Concept
      • +RAM Connection
      • +RAM Elements
      • +RAM SBeam
      • +RAM Structural System
      • -STAAD.Pro
        • +Revision History
        • -STAAD.Pro Support Solutions
          • STAAD.Pro Safety Related Features
          • -Analytical Modeling workflow
            • +STAAD.Pro Analysis Solutions
            • -STAAD.Pro Design Solutions
              • +STAAD.Pro Aluminum Design
              • +STAAD.Pro Concrete Design
              • +STAAD.Pro General Design Solutions
              • -STAAD.Pro Steel Design
                • +American Steel Design Codes AISC
                • +API 2A-WSD 21st Edition
                • +British Steel Design code BS 5950-1:2000
                • +Canadian Steel Code S16
                • -European Steel Design code EN 1993-1-1-2005 (EC3)
                  • Consideration of Global Analysis (clause 5.2) and Member Imperfections (clause 5.3) to EN 1993-1-1:2005 in STAAD.Pro
                  • Design of built up General section by using EN 1993-1-1:2005 code
                  • Dimensioning of General sections for the design by using EN 1993-1-1:2005 code
                  • Slenderness of single or double angles in EN 1993-1-1:2005
                  • STAAD.Pro EN 1993-1-1:2005 implementation: Calculation of Torsional Capacities of Cross Sections as per SCI P057
                  • STAAD.Pro EN 1993-1-1:2005 Implementation: Elastic Verification of Cross Sectional Resistance
                  • Tapered  Section Design to Eurocode 3 EN 1993-1-1 2005
                  • The impact of the ZG design parameter in the Elastic Critical Moment calculation as per EN 1993-1-1:2005
                  • Understanding the EN 1993-1-1:2005 Design Parameters
                  • WARNING: UNKNOWN NATIONAL ANNEX IS SPECIFIED. DEFAULT BS ANNEX IS USED
                  • Why section class of the same member size is different?
                • +General Steel Design Solutions
                • +Indian Steel Design codes IS 800
                • +Verification Problems for Steel Design Codes
              • +STAAD.Pro Timber Design
            • +STAAD.Pro General Solutions
            • +STAAD.Pro Import/Export Solutions
            • +STAAD.Pro Modeling Solutions
          • +Building Planner workflow
          • +Connection Design workflow
          • +Physical Modeling workflow
          • +Piping workflow
          • +Postprocessing workflow
          • +Steel AutoDrafter workflow
        • +STAAD.Pro OpenSTAAD
        • +(+) Archived Wikis
        • +STAAD.Pro - Known Issues
        • +STAAD.Pro Download/Installation/Performance/Security
        • +STAAD.Pro Licensing Solutions
        • +STAAD.Pro Webinars/Videos/Events
      • +STAAD Foundation Advanced
      • +STAAD Advanced Concrete Design (RCDC)
      • +STAAD.building
      • +STAAD RCDC FE
      • +Scenario Services
      • +STAAD.offshore
      • +Limcon
      • +Microstran
      • +MStower
      • +Structural Dashboard
      • +Structural WorkSuite
    • +RAM | STAAD Learning Resources
    • Simplifications to Bentley's Engineering Simulation Software Licenses

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

    Tapered  Section Design to Eurocode 3 EN 1993-1-1 2005

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  Steel Design
      Subarea:  EN 1993-1-1:2005
      Original Author: Global Technical Support 
       

    Does the Steel Design to Eurocode 3 [EN 1993-1-1:2005] (EC3) support Tapered section design?

    Yes, the design of tapered I sections (tapering in depth) is implemented in the STAAD.Pro for EN 1993-1-1:2005. Some additional design parameters should be used when a tapered sections are designed, i.e. EFT, HGT or LY. These design parameters are used for the lateral-torsional buckling checks as per Annex BB 3.2 of EN 1993-1-1 which are specific for the tapered sections.

    A detailed explantion on the specific check of the tapered sections as per EN 1993-1-1:2005 can be found in the STAAD.Pro Help section Design > D. Design Codes > D5. European Codes > D5.C. European Codes - Steel Design to Eurocode 3 [EN 1993-1-1:2005] > D5.C.5 Member Design > D5.C.5.2 Members Subject to Bending Moments:

    • tapered
    • EN 1993-1-1:2005
    • STAAD.Pro
    • Steel Design
    • Support Solutions
    • Eurocode 3
    • Share
    • History
    • More
    • Cancel
    • Bikash Created by Bentley Colleague Bikash
    • When: Fri, Sep 9 2022 8:41 AM
    • Modestas Last revision by Bentley Colleague Modestas
    • When: Thu, Apr 27 2023 7:23 AM
    • Revisions: 5
    • 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

    © 2023 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies