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RCC Structures Design

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
10 mm
7.5 mm
15 mm

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

All of the listed here
Shrinkage of concrete
Elastic shortening of concrete
Creep of concrete

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

15
25
10
20

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Top of the column
Drop panel
Capital

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

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-third lever arm of the section
One and half lever arm of the section
One-half lever arm of the section
Lever arm of the section

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