Research Article
Apr 1963
Ultimate Load of of H-Columns Under Biaxial Bending
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 89, Issue 2
Abstract
From an analytical procedure, the computational procedure of which is restricted to columns made of an idealized elastic-perfectly plastic material that is free of residual strains, it appears that the ultimate load capacity of eccentrically loaded steel wide flange columns is considerably higher than that at first yield. The procedure may be extended to columns of other cross-sectional shapes and to those containing residual strains. The effect of the warping strains resulting from the nonuniform torque to which such columns are subjected is included in the analytical procedure. For the numerical example, the ends of the column are permitted to rotate about any axis lying in the cross-sectional plane. Twisting of the column is restrained at the ends but warping of the end cross sections is permitted.
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Published In
Journal of the Structural Division
Volume 89 • Issue 2 • April 1963
Pages: 161 - 197
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Apr 1963
Published online: Feb 1, 2021
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Authors
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Charles Birnstiel, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., New York Univ., New York, N.Y.
James Michalos, F.ASCE
Prof. and Chmn., Dept. of Civ. Engrg, New York Univ., New York, N.Y.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.