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RCC STRUCTURES DESIGN

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

6
4 %
0.15 %
1

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

1/15th of span
1/25th of span
1/20th of span
1/30th 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
2R + T = 60
2R + T = 30
R + 2T= 30

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

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

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

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

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