COMPRESSION TESTS OF LONG WELDED I-SECTION COLUMNS
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COMPRESSION TESTS OF LONG WELDED I-SECTION COLUMNS
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COMPRESSION TESTS OF LONG WELDED I-SECTION COLUMNS

Author: A. J. Davids and G. J. Hancock | Size: 1 MB | Format: PDF | Quality: Unspecified | Publisher: ASCE | Year: 1986 | pages: 17


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The results of compression tests of long, welded I-section columns
composed of slender plates of high tensile steel are described. Tests of concentrically
loaded specimens are compared with a finite strip nonlinear analysis
model for predicting the elastic interaction of local and overall buckling of thinwalled
columns. Tests of concentrically and eccentrically loaded specimens are
compared with the proposed AISC Load and Resistance Factor Design method
for columns with slender cross sections. The column strengths are also compared
with those of compact columns of equivalent weight to demonstrate the
economies available for columns with slender cross sections.

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