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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
25
15
20

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.25
0.7
0.5
0.75

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

10 legged
8 legged
6 legged
12 legged

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

2WR²/16
3WR²/16
None of these
WR²/16

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
10
8
16

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

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

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