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When shear reinforcement is not provided in flat slab, the calculated shear stress at the critical section shall not exceed Ks ζc, where Ks is 
Where βc is ratio of short side to long side of column capital.
  • a)
    (1 + βc)
  • b)
    (0 .6 + βc)
  • c)
    (0.5 + βc)
  • d)
    (1.5 + βc)
Correct answer is option 'C'. Can you explain this answer?
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When shear reinforcement is not provided in a flat slab, the calculated shear stress at the critical section shall not exceed Ks.

Ks refers to the shear strength reduction factor, which is a value determined by design codes or standards to account for the absence of shear reinforcement. It is typically less than 1 and is used to reduce the shear strength of the concrete without shear reinforcement.

The purpose of limiting the shear stress at the critical section to Ks is to ensure that the concrete can resist the applied shear forces without the use of shear reinforcement. If the calculated shear stress exceeds Ks, it means that the concrete alone is not capable of resisting the shear forces, and additional shear reinforcement needs to be provided.

By limiting the shear stress to Ks, the design ensures that the flat slab has adequate shear capacity and can safely support the applied loads.
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