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RCC Structures Design

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

150 kg/cm²
200 kg/m²
75 kg/m²
Nil

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - sin φ)/(1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
w (1 - cos φ)/h (1 + sin φ)

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

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

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 60
2R + T = 30
R + 2T = 60
R + 2T= 30

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided on one face only
Steel provided is insufficient
Steel will yield first

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