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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
55
50

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Kept uniform throughout
Kept zero at the edge
Decreased gradually towards the edge

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.5
0.4
0.6

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

30
35
25
40

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter
Greater of 25 mm or diameter

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