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A platform for research: civil engineering, architecture and urbanism
Lateral Buckling of Beams
This paper is intended to provide a brief summary of information that may be used as background material in writing specifications for the design of beams and girders whose strength is controlled by lateral buckling. A general formula is developed for elastic buckling strength of beams, with coefficients depending principally on the conditions of loading and support. Values of the coefficients in this formula are tabulated for a wide variety of conditions of loading and support. The relationship between theoretical buckling strength and experimental results is discussed. Various design formulas that have been proposed for beams are compared with each other and with experimental and theoretical beam strengths.
Lateral Buckling of Beams
This paper is intended to provide a brief summary of information that may be used as background material in writing specifications for the design of beams and girders whose strength is controlled by lateral buckling. A general formula is developed for elastic buckling strength of beams, with coefficients depending principally on the conditions of loading and support. Values of the coefficients in this formula are tabulated for a wide variety of conditions of loading and support. The relationship between theoretical buckling strength and experimental results is discussed. Various design formulas that have been proposed for beams are compared with each other and with experimental and theoretical beam strengths.
Lateral Buckling of Beams
Clark, J. W. (author) / Hill, H. N. (author)
Transactions of the American Society of Civil Engineers ; 127 ; 180-201
2021-01-01
221962-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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