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Concrete Technology and Design of Concrete Structures

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

28 liters
30 liters
34 liters
32 liters

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 1.5
1.5 and 2.2
2.2 and 2.2
1.5 and 1.5

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Concrete Technology and Design of Concrete Structures
The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is given by

fcr
fcr>fcs>fc.
fc5>fcr>fC
tcr – rcs = tct

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

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

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

wR / 4d
wR/2d
2wR/d
wR/d

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.75 - 0.80
0.85 - 0.92
Above 0.92
0.75 - 0.80

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