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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Winder
Tread
Rise

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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

2WR²/16
3WR²/16
WR²/16
Zero

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

0.75
0.7
0.25
0.5

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[m/(m + r)] d
[m/(m - r)] d
[(r - m)/m] d
[(m + r)/m] d

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
150 kg/cm²
Nil
200 kg/m²

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Increased at the ends
Kept constant throughout the length
Decreased towards the centre of the beam

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