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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
75 cm
30 cm
20 cm

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Ultimate load method
Modular ratio method
Load factor method
None of these

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis increases
Lever arm decreases
Depth of neutral axis decreases

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel
All of the listed here
Compression is resisted by compression steel

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

T - R
√(R² + T²)
R + T
R - T

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

8 cm
10 cm
12 cm
6 cm

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