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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.85 d
0.68 d
0.43 d
0.55 d

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

105 mm
40 mm
100 mm
50 mm

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed by
i) maximum bending moment
ii) shear force
iii) punching shear
The correct answer is

(i), (ii) and (iii)
(i) and (ii)
(i) and (iii)
only (i)

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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 6%
0.8% to 8%
0.8% to 4%

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Concrete Technology and Design of Concrete Structures
In order to obtain the best workability of concrete, the preferred shape of aggregate is

elongated
All of these
rounded
angular

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

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

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