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BEAM-COLUMNS - UERJ

BEAM-COLUMNS . SUMMARY: Structural members subjected to axial compression and bending are known as beam columns . The interaction of normal force and bending may be treated elastically or plastically using equilibrium for the classification of cross-section. The behaviour and design of BEAM-COLUMNS are presented within the context of members subjected to uniaxial bending, deformation takes place only in the plane of the applied moments. In the case of BEAM-COLUMNS which are susceptible to lateral-torsional buckling, the out-of-plane flexural buckling of the column has to be combined with the lateral-torsional buckling of the beam using the relevant interaction formulae.

BEAM-COLUMNS SUMMARY: • Structural members subjected to axial compression and bending are known as beam columns. • The interaction of normal force and bending may be treated elastically or plastically using equilibrium for the classification of cross-section. • The behaviour and design of beam-columns are presented within the context of members subjected

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