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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
35
50
30

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc[A + (m - 1)Asc]
All listed here
σc(A - Asc) + m σcAsc
σcAc + m σcAsc

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
60°
45°
30°

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/100Q
M/10√Q
√(M/Q)
√(M/100Q)

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Resist the shrinkage stress
Resist the temperature stresses
Distribute the load

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Two times
Five times
Three times

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