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RCC Structures Design

RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
8d
16d

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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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

2WR²/16
None of these
WR²/16
3WR²/16

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
R + 2T = 60
R + 2T= 30
2R + T = 60

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
10
25
20

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete but high tensile steel
Low strength concrete only
High strength concrete only
High strength concrete and high tensile steel

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