Question 63

AR-B1NAT2 marksNeeds review
A rectangular RCC beam section of 250 mm width and 400 mm effective depth is under a factored Shear Force of 120 kN. The design shear strength (τc) of concrete is 0.35 N/mm². Two-legged, 8 mm diameter stirrups are used for the shear reinforcement. Assuming the Yield Stress of Steel, fy = 415 N/mm², the design spacing (c/c) of the stirrups is ____________ mm. (rounded off to the nearest integer)

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2025AR-B1

GATE AR 2025 · Paper 1

Architecture and Planning · Original paper archive

Section
Section AR-B1
Question type
Numerical answer (NAT)
Marks
2 marks

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