The Structural Engineer > Archive > Volume 54 (1976) > Issues > Issue 3 > Plastic Resistance of Sections Under Biaxial Bending and Torsion
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Plastic Resistance of Sections Under Biaxial Bending and Torsion

In a previous paper the plastic behaviour of a practical hollow rectangular section was investigated, and graphs were presented from which the section’s ultimate resistance could be evaluated under the combined effect of biaxial bending and axial force. A procedure was also suggested by which the additional presence of an axial torque could be accounted for. H. Shakir-Khalil

Author(s): Shakir-Khalil, H

Keywords: deflection;torsion;steel