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RAM | STAAD | ADINA Wiki RAM Frame - Second Order Effects with BS 5950-1:2000
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    RAM Frame - Second Order Effects with BS 5950-1:2000

      Product(s): RAM Structural System
      Version(s): Any
      Environment:  N/A
      Area:  Analysis
      Original Author: Bentley Technical Support Group

    In this document we will examine the code requirements to BS 5950-1:2000 and how to satisfy this requirement using the RAM Structural System.

    Two types of stability bracing will be examined:

    • Vertically Braced buildings.
    • Buildings stabilised using moment frames.

    There are three requirements to consider:

       

    Let’s consider each of these in turn.

     

    See Also

    ASCE 7, AISC 360, and the Direct Analysis Method in the RAM Structural System

    RAM Instability In Finite Element Analysis

    • RAM Frame Analysis
    • P-delta
    • RAM Frame
    • RAM Structural System
    • Support Solutions
    • BS 5950
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    • rtully14 Created by Bentley Colleague rtully14
    • When: Wed, Dec 11 2013 11:57 AM
    • Seth Guthrie Last revision by Bentley Colleague Seth Guthrie
    • When: Tue, Nov 18 2014 3:02 PM
    • Revisions: 14
    • Comments: 1
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