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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
20 cm
75 cm
30 cm

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
6 mm
22 mm
20 mm

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
150 kg/cm²
250 kg/cm²
50 kg/cm²

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
6 mm
7 mm
4 mm

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis
Area of the section

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm increases

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