Design of Beam for Torsion - Excellent Question - 02 - GATE Sol | RCC | Civil Engineering

Limit state of collapse- The structure is designed for limit state of collapse: flexure, limit state of collapse: shear, limit state of collapse: torsion, limit state of collapse: compression. The structure shall be designed to resist all these forces. The resistance offered by the structure shall not be less than designed value and that designed value shall be based on load combinations (IS 456:2000).
The distribution of shear stress in reinforced concrete rectangular, T and L-beams of uniform and varying depths depends on the distribution of the normal stress. However, for the sake of simplicity the nominal shear stress τv is considered (IS 456, cls. 40.1 and 40.1.1).

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As per IS 456, the longitudinal and transverse reinforcements are determined taking into account the combined effects of bending moment, shear force and torsional moment. Two imperical relations of equivalent shear and equivalent bending moment are given. This fictitious shear force and bending moment, designated as equivalent shear and equivalent bending moment, are separate functions of actual shear and torsion, and actual bending moment and torsion, respectively.

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