Consider two RCC beams, P and Q each having the section 400 mm x 750 mm (effective depth, d = 750 mm) made with concrete having a Tcmax = 2.1 N/mm2. For the reinforcement provided and the grade of concrete used, it may be assumed that the to = 0.75 N/mm2. The design shear in beam P is 400 kN and in beam Q is 750 kN. Considering the provisions of IS : 456-2000, which of the following statements is true? (a) Shear reinforcement should be designed for 175 kN for beam P and the section for beam Q should be revised. (b) Nominal shear reinforcement is required for beam P and the shear reinforcement should be designing for 120 kN for beam Q.

Consider two RCC beams, P and Q each having the section 400 mm x 750 mm (effective depth, d = 750 mm) made with concrete having a Tcmax = 2.1 N/mm2. For the reinforcement provided and the grade of concrete used, it may be assumed that the to = 0.75 N/mm2. The design shear in beam P is 400 kN and in beam Q is 750 kN. Considering the provisions of IS : 456-2000, which of the following statements is true? (a) Shear reinforcement should be designed for 175 kN for beam P and the section for beam Q should be revised. (b) Nominal shear reinforcement is required for beam P and the shear reinforcement should be designing for 120 kN for beam Q.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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