Research Article
Jul 1960
Basic Column Strength
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 86, Issue 7
Abstract
Summary of theoretical and experimental investigation of strength of centrally loaded columns as influenced by residual stresses and variations in yield-stress level; basic strength of structural steel columns containing residual stresses may be expressed in terms of tangent modulus; approximations for design use are suggested; yield stress level and magnitude and distribution of residual stress in structural members.
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Published In
Journal of the Structural Division
Volume 86 • Issue 7 • July 1960
Pages: 139 - 173
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Jul 1960
Published online: Feb 1, 2021
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Authors
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Lynn S. Beedle, F.ASCE
Chmn., Struct. Metals Div., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
Lambert Tall, AM.ASCE
Research Assoc., Lehigh Univ., Bethlehem, Pa.
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