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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
15 mm
11 mm
12 mm

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L
0.207 L
0.307 L
0.407 L

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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

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

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Under-reinforced section
Economic section
Over reinforced section

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

2h/3
h/2
h/4
h/3

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