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Critical Buckling Loads for Tapered Columns
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1963
Year
High-rate LoadingEngineeringMechanicsMechanical EngineeringFixed EndsStructural AnalysisPinned EndsStructural DesignCritical Buckling LoadsStructural OptimizationLoad-bearing CapacityStructural MechanicsStructural SteelFixed-pinned EndsThin-walled StructureMechanics Of MaterialsStructural Engineering
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.