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Lateral Buckling of Cantilevered I-Beams under Uniform Load
The differential equation and boundary conditions are derived which de scribe the lateral buckling of a cantilevered I-beam subjected to a uniform load. The resulting boundary-value problem, intractable by purely analytic al methods, is solved numerically with the aid of a card-programmed calculator and the results are presented.
Lateral Buckling of Cantilevered I-Beams under Uniform Load
The differential equation and boundary conditions are derived which de scribe the lateral buckling of a cantilevered I-beam subjected to a uniform load. The resulting boundary-value problem, intractable by purely analytic al methods, is solved numerically with the aid of a card-programmed calculator and the results are presented.
Lateral Buckling of Cantilevered I-Beams under Uniform Load
Poley, Stanley (author)
Transactions of the American Society of Civil Engineers ; 121 ; 786-790
2021-01-01
51956-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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