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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be

more than 1 m
750 mm
900 mm
600 mm

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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

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

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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

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

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Concrete Technology and Design of Concrete Structures
For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

50 mm
120 mm
100 mm
75 mm

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

100 mm
40 mm
105 mm
50 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

6 m
5 m
3.5 m
4 m

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