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Concrete Technology and Design of Concrete Structures

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
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

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

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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 minimum cover to the ties or spirals should not be less than

15 mm
50mm
20 mm
25 mm

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

one cantilever
three cantilevers
four cantilevers
two cantilevers

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

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