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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 6%
0.15% to 2%
0.8% to 8%
0.8% to 4%

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.75
1
0.33
0.5

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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 2.2
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5

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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
5 m
3.5 m
4 m

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

at the periphery of column
effective depth of slab from periphery of column/drop panel
at the drop panel of slab
d/2 from periphery of column/capital/ drop panel

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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

28 liters
34 liters
32 liters
30 liters

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