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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

one end fixed and other end free
both ends fixed
one end fixed and other end hinged
both ends hinged

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

6 %
4%
2 %
8 %

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Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.67 fy
0.87 fy
0.37 fy
0.57 fy

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Concrete Technology and Design of Concrete Structures
Prestress loss due to friction occurs

only in pretensioned beams
in both post-tensioned and preten-sioned beams
None of these
only in post-tensioned beams

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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

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

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Concrete Technology and Design of Concrete Structures
Diagonal tension in a beam

Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Remains same
Increases below the neutral axis and decreases above the neutral axis

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