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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
WR²/16
3WR²/16
2WR²/16

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
Resist the shrinkage stress
All of these
Distribute the load

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
35
40
25

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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

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

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)
Shear force/(Lever arm × Width)

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Shrinkage of concrete
Elastic shortening of concrete

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