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RCC Structures Design

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 effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
45
40
50

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
22 mm
12 mm
20 mm

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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

10
20
25
15

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Twice the diameter of thinner bar
One diameter of thinner bar
None of these
One diameter of thicker bar

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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
28 d
58 d
38 d

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