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Concrete Technology and Design of Concrete Structures

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

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

1.5 and 1.5
2.2 and 1.5
1.5 and 2.2
2.2 and 2.2

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Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

8
4
2
9

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Concrete Technology and Design of Concrete Structures
The recommended value of modular ratio for reinforced brick work is

99
35
40
88

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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

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

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Concrete Technology and Design of Concrete Structures
Maximum distance between expansion joints in structures as per IS : 456 – 1978 is

45 m
20 m
30 m
60 m

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