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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

4%
2 %
8 %
6 %

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

about 0.1 N/mm²
about 1.0 N/mm²
zero
0.3 N/mm² to 0.7 N/mm²

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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

24 to 48 hours
3 days
7 days
14 days

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Concrete Technology and Design of Concrete Structures
The strength of concrete after one year as compared to 28 days strength is about

10 to 15% more
20 to 25% more
25 to 50% more
15 to 20% more

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Concrete Technology and Design of Concrete Structures
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

more than 1 m
750 mm
600 mm
900 mm

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 10% for bars in compression
decreased by 10% for bars in compression
increased by 25% for bars in compression
decreased by 25% for bars in compression

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