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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
12 mm
11 mm
15 mm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
45
55
50

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/7th of the span
1/4th of the span
1/6th of the span
1/5th of the span

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Thrice the diameter
Twice the diameter
Four times the diameter
Seven times the diameter

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RCC Structures Design
A foundation rests on

Both B and C
Base of the foundation
Foundation soil
Sub-grade

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²

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