Research Article
Jan 1947
Strength of Beams as Determined by Lateral Buckling
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 112, Issue 1
Abstract
All usual specifications for the design of beams provide for reducing the allowable unit stress of the compression flange as the unsupported span length increases, to guard against lateral buckling. Such provisions, for the sake of simplicity, relate this reduction only to the ratio of unsupported beam length to flange width, thus neglecting the obvious influence of (a) the horizontal moment of inertia of the compression flange; and (b) the restraint afforded by the tension flange, which decreases as the depth of the beam increases.
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© 1947 American Society of Civil Engineers.
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Published in print: Jan 1947
Published online: Feb 10, 2021
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Karl de Vries, M.ASCE
Designer, Bethlehem Steel Co., Fabricated Steel Constr., Bethlehem, Pa.
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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.
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.