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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load + fraction of live load
Dead load only
Live load + fraction of dead load
Dead load + live load

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

6 %
2 %
8 %
4%

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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

5.5
3.5
4.5
2.5

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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

bond stress
tensile stress
compressive stress
shear stress

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Concrete Technology and Design of Concrete Structures
The minimum diameter of longitudinal bars in a column is

8 mm
6 mm
12 mm
16 mm

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Concrete Technology and Design of Concrete Structures
Which of the following R.C. retaining walls is suitable for heights beyond 6m?

L-shaped wall
All of these
counterfort type
T-shaped wall

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