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RCC Structures Design

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

30
50
40
56

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RCC Structures Design
On piles, the drop must be at least

120 cm
123 cm
80 cm
124 cm

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
8 cm to 10 cm
6 cm to 7.5 cm
12 cm to 15 cm

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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

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

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/32 for end panels without drops
L/36 for interior panels without drop
All listed here
L/36 for end panels without drops

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