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GATE Civil Engineering (CE) 2011 Solved Paper
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Question : 44
Total: 65
Consider two RCC beams, P and Q, each of width 400 mm and effective depth 750 mm, made with concrete having a τ
c max
= 2.0 MPa. For the reinforcement provided and the grade of concrete used, it may be assumed than τ
c max
= 0.75 MPa. If the design shear for the beams P and Q is 400 kN and 750 kN, respectively, which of the following statements is true considering the provisions of IS 456-2000?
Shear reinforcement should be designed for 175 kN for beam P and the section for beam Q should be revised
Nominal shear reinforcement is required for beam P and the shear reinforcement should be designed for 120 kN for beam Q
Shear reinforcement should be designed for 175 kN for beam P and the section for beam Q should be designed for 525 kN for beam Q
The sections for both beams, P and Q need to be revised
Validate
Solution:
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