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

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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
only in pretensioned beams
in both post-tensioned and preten-sioned beams

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Concrete Technology and Design of Concrete Structures
Cube strength of controlled concrete to be used for pretensioned and post-tensioned work respectively should not be less than

42 MPa and 35 MPa
35 MPa and 42 MPa
53 MPa and 42 MPa
42 MPa and 53 MPa

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Concrete Technology and Design of Concrete Structures
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is

32 liters
34 liters
28 liters
30 liters

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

50 mm
100 mm
40 mm
105 mm

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

bottom face perpendicular to wall
both top and bottom faces perpendicular to wall
None of these
top face perpendicular to wall

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