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RAM | STAAD | ADINA Wiki API 2A-WSD 21st Edition
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                  • Can we specify a mixed joint classification
                  • Does the API implementation consider the joints with thickened cans
                  • Does the API implementation only check tubular joints
                  • Does the implementation automatically classify the joints to be code checked
                  • How is the Plastic Moment Determined
                  • Identify a Joint, Chord and the Brace Member in a joint
                  • +What is the current version of the API code implemented in STAAD
                  • “BETA VALUE OF 0.19 FALLS OUTSIDE THE VALID RANGE OF 0.2 - 1.0 FOR SIMPLE JOINTS (Cl. 4.3.1)”
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    API 2A-WSD 21st Edition

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  Steel Design Codes
      Subarea:  API 2A-WSD 21st Edition
      Original Author:

    Bentley Technical Support Group

       

     This page contains a list of Wikis which are related to the API Steel Design codes (API 2A-WSD 21st Edition).

    1. What is the current version of the API code implemented in STAAD?
    2. How does the program identify a joint  and the chord and the brace member in a joint?
    3. Does the API implementation consider the joints with thickened cans?
    4. How is the plastic moment determined in calculation of the Chord Load Factor?
    5. Does the API implementation only check tubular joints?
    6. What is the meaning of this warning message – “BETA VALUE OF  0.19 FALLS OUTSIDE THE VALID RANGE OF 0.2 - 1.0 FOR SIMPLE JOINTS (Cl. 4.3.1)”?
    7. Does the implementation automatically classify the joints to be code checked?
    8. Can we specify a mixed joint classification?
    • 2A-WSD 21st Edition FAQ
    • API
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    • Sudip Narayan Choudhury Created by Bentley Colleague Sudip Narayan Choudhury
    • When: Tue, Sep 10 2013 5:39 AM
    • Modestas Last revision by Bentley Colleague Modestas
    • When: Wed, May 24 2023 10:15 AM
    • Revisions: 20
    • Comments: 0
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