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Concrete Technology and Design of Concrete Structures

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
20
10

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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

14 days
3 days
24 to 48 hours
7 days

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Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

bending moment and shear
bending moment, shear and torsion
shear and torsion
bending moment and torsion

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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

tensile stress
shear stress
bond stress
compressive stress

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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
accelerators
workability admixtures

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

does not depend on diameter of bar
None of these
decreases with increase in diameter of bar
increases with increase in diameter of bar

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