Consider two RCC beams, P and Q, each having the section 400 mm 750 mm (effective depth, d = 750 mm) made with concrete having a &tau

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 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 shear reinforcement should be designed for 525 kN for beam Q.

The sections for both beams P and Q need to be revised.

Consider two RCC beams, P and Q, each having the section 400 mm 750

1.	Consider two RCC beams, P and Q, each having the section 400 mm 750 mm (effective depth, d = 750 mm) made with concrete having a &tau
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 designed for 120 kN for beam Q.
C.	Shear reinforcement should be designed for 175 kN for beam P and the shear reinforcement should be designed for 525 kN for beam Q.
D.	The sections for both beams P and Q need to be revised.
Answer» B. Nominal shear reinforcement is required for beam P and the shear reinforcement should be designed for 120 kN for beam Q.

Discussion

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