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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
5% of wall weight
10% of wall weight
7% of wall weight

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/2 to 3/4 of rib depth

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
55°
45°
25°

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

Nil
200 kg/m²
75 kg/m²
150 kg/cm²

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
10 mm
8 mm
12 mm

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

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