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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
4 mm
5 mm
7 mm

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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
58 d
28 d
38 d

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Over reinforced section
Critical section
Under-reinforced section

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
5 cm to 8 cm
3 cm to 5 cm
8 cm to 10 cm

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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

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

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
2WR²/16
None of these
WR²/16

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