Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?

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📊 Design of Reinforced Cement Concrete Elements

Q. Design ultimate horizontal shear stress with nominal links and the contact surface are as cast (assume τ = 1.2n/mm2)?

(A) 15kn
(B) 23kn
(C) 12kn
(D) 24kn

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✅ Correct Answer: (D) 24kn

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