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RCC Structures Design

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

6
0.15 %
4 %
1

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
t/mc = (d - n)/n
t/mc = (d + n)/n
mc/t = n/(d - n)

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Shrinkage of concrete
Elastic shortening of concrete

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
412,000 kg
None of these
4,120 kg

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RCC Structures Design
A foundation is called shallow if its depth, is

Half of its width
Equal to its width
One-fourth of its width
Three-fourth of its width

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Four times
Five times
Two times
Three times

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