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Full Description

Allows the effects of second-order moments to be approximated by multiplying the first-order elastic moments by an amplification factor, except when the amplification factor is greater than 1.4. A worked example is included.
 

Document History

  1. AS 4100 SUPP 1-1999


    Steel structures - Commentary (Supplement to AS 4100-1998)

    • Most Recent
  2. AS 4100 DS06-1995


    Steel structures - Single angle compression members

    • Historical Version
  3. AS 4100 DS04-1993


    Steel structures - Elastic in-plane buckling of pitched roof portal frames

    • Historical Version
  4. AS 4100 DS05-1993

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    Steel structures - Second-order analysis of compression members

    • Historical Version
  5. AS 4100 DS02-1992


    Steel structures - Lower tier analysis

    • Historical Version
  6. AS 4100 DS01-1992


    Steel structures - Introduction to limit states design

    • Historical Version
  7. AS 4100 DS03-1992


    Steel structures - Moment amplification of first-order elastic analysis

    • Historical Version
  8. AS 4100 SUPP 1-1990


    Steel structures - Commentary (Supplement to AS 4100-1990)

    • Historical Version