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

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

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Is safe with stirrups
Is safe in shear
Needs revision of section

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

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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

20 mm
25 mm
15 mm
10 mm

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity upward
Parabolic with convexity downward
Straight above centroidal axis
Straight below centroidal axis

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