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RCC Structures Design

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

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

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/2
WL/8
WL/4
WL/6

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

20 %
25 %
15 %
10 %

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Increased gradually towards the edge
Kept uniform throughout
Kept zero at the edge

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
10 kg/cm²
20 kg/cm²
15 kg/cm²

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