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RCC Structures Design

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

WR²/16
3WR²/16
2WR²/16
Zero

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Balanced section
All listed here
Economic section

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

10 mm
7.5 mm
15 mm
5 mm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

15
25
10
20

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
25 mm
20 mm
15 mm

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
20 cm
30 cm
75 cm

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