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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

dependent on grade of concrete also
0.40 d
0.45 d
0.35 d

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

zero
about 1.0 N/mm²
about 0.1 N/mm²
0.3 N/mm² to 0.7 N/mm²

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Concrete Technology and Design of Concrete Structures
The minimum diameter of longitudinal bars in a column is

16 mm
6 mm
8 mm
12 mm

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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

4 m
5 m
3.5 m
6 m

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Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Providing shear reinforcement
Using thinner bars but more in number
Using high strength steel
Increasing the depth

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

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