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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

0.15% 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
Critical section for shear in case of flat slabs is at a distance of

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

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

between 18 and 24
less than 18
less than 12
more than 24

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Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

8
9
2
4

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Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

20
10
30

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Concrete Technology and Design of Concrete Structures
In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always

zero
compressive
tensile or compressive
tensile

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