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RCC Structures Design

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

2WR²/16
5WR²/16
WR²/16
3WR²/16

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
20
10
25

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel
All of the listed here
Tension is resisted by tension steel

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
Least of the above
One-third of the effective span of the T-beam

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thicker bar
One diameter of thinner bar
Twice the diameter of thinner bar
None of these

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