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Proposed Revision of the Equivalent Axial Load Method for LRFD Steel and Composite Beam-Column Design

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 4, v. 27
Page(s): 150-157
DOI: 10.62913/engj.v27i4.561
Abstract:

After studying the interaction equations that form the basis of the equivalent axial load method for selecting a trial section for a beam-column, the authors propose a series of revisions to the design aids and procedures in the current edition of the LRFD manual. The revisions affect both steel and composite beam-columns. The suggested modifications will permit designers to select a better trialsection, thereby Reducing the computation time for the design of beam-columns.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.62913/engj.v27i4.561.
  • About this
    data sheet
  • Reference-ID
    10782969
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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