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RCC Structures Design

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.5 m
4.0 m
4.7 m

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

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

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

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

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

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Temperature stress
Load
All listed here

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
40
50
30

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