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A platform for research: civil engineering, architecture and urbanism
Combined Axial Load and Bending
Structural members are often subject to combined bending and axial load either in tension or in compression. The structural behavior of beam–columns depends on the shape and dimensions of the cross section, the location of the applied eccentric load, the column length, the condition of bracing, and so on. In the 1996 edition of the AISI Specification, the design provisions for combined axial load and bending were expanded to include specific requirements in Section C5.1 for the design of cold‐formed steel structural members subjected to combined tensile axial load and bending. The chapter discusses the traditional effective length method for the design of cold‐formed steel beam–columns. It provides a discussion on design of system stability and beam‐column check. Three methods are described in the North American Specification that can be used for structural stability analysis: direct analysis method using rigorous second‐order elastic analysis, direct analysis method using amplified first‐order elastic analysis, and effective length method.
Combined Axial Load and Bending
Structural members are often subject to combined bending and axial load either in tension or in compression. The structural behavior of beam–columns depends on the shape and dimensions of the cross section, the location of the applied eccentric load, the column length, the condition of bracing, and so on. In the 1996 edition of the AISI Specification, the design provisions for combined axial load and bending were expanded to include specific requirements in Section C5.1 for the design of cold‐formed steel structural members subjected to combined tensile axial load and bending. The chapter discusses the traditional effective length method for the design of cold‐formed steel beam–columns. It provides a discussion on design of system stability and beam‐column check. Three methods are described in the North American Specification that can be used for structural stability analysis: direct analysis method using rigorous second‐order elastic analysis, direct analysis method using amplified first‐order elastic analysis, and effective length method.
Combined Axial Load and Bending
Yu, Wei‐Wen (author) / LaBoube, Roger A. (author) / Chen, Helen (author)
Cold‐Formed Steel Design ; 251-283
2019-10-29
33 pages
Article/Chapter (Book)
Electronic Resource
English
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