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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

10% less
10% more
5% more
5% less

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining wallsi) the vertical slab is designed as a continuous slabii) the heel slab is designed as a continuous slabiii) the vertical slab is designed as a cantileveriv) the heel slab is designed as a cantileverThe correct answer is

(ii) and (iii)
(i) and (iv)
(i) and (ii)
(iii) and (iv)

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

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

three cantilevers
one cantilever
two cantilevers
four cantilevers

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Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

3.5 m
4 m
6 m
5 m

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

0.33
0.75
1
0.5

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