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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
100 cm
75 cm
120 cm

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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

40
35
30
25

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these
412,000 kg
4,120 kg
41,200 kg

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
5WR²/16
2WR²/16
3WR²/16

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Horizontal shear
Diagonal tension
Vertical shear

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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
38 d
28 d

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