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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
16
8
12

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
Twice the diameter of thinner bar
One diameter of thinner bar
None of these

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
10 mm
8 mm
6 mm

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RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
150 KN/mm²
200 KN/mm²
250 KN/mm²

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
300 kg/cm²
400 kg/cm²
100 kg/cm²

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
20 mm
25 mm
15 mm

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