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RCC STRUCTURES DESIGN

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
1
6
4 %

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/20th of span
1/30th of span
1/15th of span

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
R + 2T= 30
2R + T = 30
2R + T = 60

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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
The radius of a bar bend to form a hook, should not be less than

Twice the diameter
Four times the diameter
Thrice the diameter
Five times the diameter

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