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RCC Structures Design

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

55°
35°
45°
25°

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
3.0
1.5
1.0

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum shear force
Maximum shear force
Minimum bending moment
Maximum bending moment

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

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

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RCC Structures Design
The weight of a foundation is assumed as

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

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

8 mm
12 mm
6 mm
10 mm

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