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

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

None of these
both top and bottom faces perpendicular to wall
top face perpendicular to wall
bottom face perpendicular to wall

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Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

45mm
60 mm
40 mm
50 mm

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

zero
partly compressive and partly tensile
tensile everywhere
compressive everywhere

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

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

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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

0.43 d
0.55 d
0.68 d
0.85 d

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