Research Article
Jan 1957
Lateral Buckling of Rolled Steel Beams
Authors: Robert A. Hechtman, M.ASCE, John S. Hattrup, JM.ASCE, Eugene F. Styer, and John L. TiedemannAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 122, Issue 1
Abstract
In this experimental investigation of the lateral buckling of rolled steel beams under transverse loading, thirty-three beams with conditions of simple support in depths from 10 in. to 18 in. and twenty-one 10-in. beams with two types of bolted, semirigid end connections were tested. Close correlation between the experimental and theoretical values of the nominal bending strength was found for the more slender simply supported beams which buckled in the elastic range. The factor of safety, in terms of nominal bending strength of the test beams with respect to present and proposed design formulas, was determined.
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© 1957 American Society of Civil Engineers.
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Published in print: Jan 1957
Published online: Feb 10, 2021
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Robert A. Hechtman, M.ASCE
Prof. of Civ. Eng., Exec. Officer, The George Washlngton Univ., Washlngton, D. C.
John S. Hattrup, JM.ASCE
Civ. Engr., Light Div., City of Tacoma, Wash.
Eugene F. Styer
Structural Engr., Boeing Airplane Co., Seattle, Wash.
John L. Tiedemann
Bridge Designer, Glace & Glace, Harrisburg, 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.