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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
58 d
38 d
28 d

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.5
0.7
0.25

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Centre to centre distance between T-beams
Overall thickness of the rib
Breadth of the rib

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
Simply supported beam
None of these
Continuous beam

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d
d + n/3
d - n/3

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel
Tension is resisted by tension steel

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