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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
40
50
55

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Decreased towards the centre of the beam
Kept constant throughout the length
Increased at the centre of the beam

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
20 kg/cm²
15 kg/cm²
5 kg/cm²

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
8 cm
4 cm
12 cm

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

50 cm
120 cm
75 cm
100 cm

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
100 cm
150 cm
50 cm

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