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RCC Structures Design

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Strip
Raft
Footing

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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

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

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem
All listed here
Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
20 kg/cm²
15 kg/cm²
25 kg/cm²

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Five times
Four times

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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

4 mm
6 mm
5 mm
7 mm

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