GATE CE 2025 Set 2 — Question 54

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NAT+2 / -0MediumShear Design of BeamsRC Fundamentals & BeamsStructural Engineering

Structural Engineering → RC Fundamentals & Beams → Shear Design of Beams

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A reinforced concrete beam has a support section with width of 300300 mm and effective depth of 500500 mm. The support section is reinforced with 33 bars of 2020 mm diameter at the tension side. Two-legged vertical stirrups of 1010 mm diameter and Fe415 steel at a spacing of 100100 mm are provided as shear reinforcement. Assume that there is no possibility of diagonal compression failure at the section.
As per IS 456:2000, the maximum shear resisted by the vertical stirrups (in kN), as per limit state design, is ___________ (round off to one decimal place).
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