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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

6 %
4%
8 %
2 %

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Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.55 d
0.68 d
0.85 d
0.43 d

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

14 days
24 to 48 hours
3 days
7 days

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

greater than 2
between 1 and 1.5
less than 1
between 1.5 and 2.0

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Concrete Technology and Design of Concrete Structures
The effect of creep on modular ratio is

either to decrease or to increase it
to increase it
to keep it unchanged
to decrease it

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 4%
0.8% to 6%
0.8% to 8%
0.15% to 2%

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