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RCC Structures Design

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

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

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RCC Structures Design
Post tensioning system

None of these
Is not economical and hence not generally used
Is economical for large spans and is adopted now a days
Was widely used in earlier days

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter
Greater of 25 mm or diameter

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C
2300/2C
2800/3C
2800/C²

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
30
40
35

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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
100 kg/cm²
400 kg/cm²

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