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Concrete Technology and Design of Concrete Structures

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

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

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

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Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

30
10
20

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

3.5
5.5
4.5
2.5

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Concrete Technology and Design of Concrete Structures
To determine the modulus of rupture, the size of test specimen used is

150 x150 x500 mm
150 x150 x700 mm
100 x100 x500 mm
100 x100 x700 mm

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

The least lateral dimension
4 times the least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension

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