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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.5
1
0.33
0.75

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Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

tensile and compressive
both compressive
both tensile
compressive and tensile

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Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

0.45 d
0.35 d
dependent on grade of concrete also
0.40 d

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

100 mm
105 mm
50 mm
40 mm

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

70 %
60%
50%
40%

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

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

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