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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

2 times the least lateral dimension
The least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension

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Concrete Technology and Design of Concrete Structures
To determine the modulus of rupture, the size of test specimen used is

150 x150 x700 mm
150 x150 x500 mm
100 x100 x700 mm
100 x100 x500 mm

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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

6 m
3.5 m
4 m
5 m

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining walls i) the vertical slab is designed as a continuous slab ii) the heel slab is designed as a continuous slab iii) the vertical slab is designed as a cantilever iv) the heel slab is designed as a cantilever The correct answer is

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

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

3.5
4.5
2.5
5.5

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