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RCC Structures Design

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

38 d
28 d
58 d
48 d

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
30 cm
40 cm
75 cm

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
56
30

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Is safe with stirrups and inclined members
Safe in shear
Needs revision of the section

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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
7.6 kg/cm²
8.3 kg/cm²
21.5 kg/cm²

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

20 mm
22 mm
12 mm
6 mm

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