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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The compressive strength of 100 mm cube as compared to 150 mm cube is always

None of these
more
equal
less

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
bond stress
tensile stress
shear stress

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Concrete Technology and Design of Concrete Structures
Minimum grade of concrete to be used in reinforced concrete as per IS:456-1978 is

M15
M25
M10
M20

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Concrete Technology and Design of Concrete Structures
Admixtures which cause early setting, and hardening of concrete are called

air entraining agents
retarders
workability admixtures
accelerators

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

wholly rectangular
wholly parabolic
rectangular above neutral axis and parabolic below neutral axis
parabolic above neutral axis and rectangular below neutral axis

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

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