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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

48 d
38 d
28 d
58 d

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
30
35
40

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
50 kg/cm²
250 kg/cm²
150 kg/cm²

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
16d
8d

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

bn (fc/2) (d - n/3)
½ n₁ (1 - n₁/3) cbd²
All listed here
Atft (d - n/3)

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
3 m
5 m
6 m

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