Graphical Representation for Stability Limit State Design of Wide Flange Beam-Column I-Sections

Author(s): Osama Bedair.

Journal Name: Recent Patents on Engineering

Volume 5 , Issue 3 , 2011

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The paper presents design aids for stability limit state design of wide flange beam-columns I-sections that can be used by the structural engineers to achieve cost-effective designs. Current design provisions ignore the influence of the web/flange size in the design of beam column members. Design curves are provided for various compression/bending stress ratios. The influence of the flange/web width (b/d) ratio on the web stability is also highlighted. The variation of post-buckling deflection for various stress ratios is also presented. Related patents to the subject are also provided.

Keywords: Beam columns, steel design, stability, I-sections, deformations, thermal gradients, Finite Element Method, web plates, stainless steel, composite beams, Buckling stress, stiffening element, Thin-Walled Structures, web deflection, strain, 3-D steel frames

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Article Details

Year: 2011
Page: [190 - 195]
Pages: 6
DOI: 10.2174/187221211797636881
Price: $58

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