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Critical Buckling Loads for Tapered Columns
Formulas and graphs for the determination of the critical elastic buckling loads of uniformly tapered columns having wide flange, box section, and other cross-sectional shapes are presented herein. Columns with pinned ends, fixed-free ends, fixed-pinned ends, and fixed ends are considered.
Critical Buckling Loads for Tapered Columns
Formulas and graphs for the determination of the critical elastic buckling loads of uniformly tapered columns having wide flange, box section, and other cross-sectional shapes are presented herein. Columns with pinned ends, fixed-free ends, fixed-pinned ends, and fixed ends are considered.
Critical Buckling Loads for Tapered Columns
Gere, James M. (author) / Carter, Winifred O. (author)
Transactions of the American Society of Civil Engineers ; 128 ; 736-746
2021-01-01
111963-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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