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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1 and 1.5
greater than 2
between 1.5 and 2.0
less than 1

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Concrete Technology and Design of Concrete Structures
The slab is designed as one way if the ratio of long span to short span is

greater than 2
between 1.5 and 2
less than 1
between 1 and 1.5

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

parabolic above neutral axis and rectangular below neutral axis
wholly parabolic
rectangular above neutral axis and parabolic below neutral axis
wholly rectangular

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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)

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

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Concrete Technology and Design of Concrete Structures
In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on

the inner face in both directions
the front face in one direction
the inner face in one direction
the front face in both directions

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Concrete Technology and Design of Concrete Structures
Most common method of prestressing used for factory production is

Lee-Macall system
Long line method
Magnel-Blaton system
Freyssinet system

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