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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
10
25
20

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

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

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.0775 a
D = 0.775 √a
D = 0.775 a
D = 0.775 a²

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Ultimate load method
None of these
Load factor method
Modular ratio method

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
Less loaded column
A point of zero shear force
A point of the maximum shear force

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[m/(m + r)] d
[(r - m)/m] d
[m/(m - r)] d

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