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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends hinged
both ends fixed
one end fixed and other end free
one end fixed and other end hinged

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

60%
70%
50%
40%

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

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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

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

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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 x700 mm
100 x100 x500 mm

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Concrete Technology and Design of Concrete Structures
The factor of safety for

steel and concrete are same
steel is lower than that for concrete
None of these
steel is higher than that for concrete

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