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

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Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

40 mm
50 mm
105 mm
100 mm

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Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.55 d
0.68 d
0.85 d
0.43 d

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Concrete Technology and Design of Concrete Structures
In counterfort retaining walls, the main reinforcement in the stem at support is

Not provided
Provided both on inner and front faces
Provided only on inner face
Provided only on front face

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

increases with increase in diameter of bar
decreases with increase in diameter of bar
None of these
does not depend on diameter of bar

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Concrete Technology and Design of Concrete Structures
The purpose of reinforcement in pre-stressed concrete is

To provide adequate bond stress
To impart initial compressive stress in concrete
To resist tensile stresses
All of these

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