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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Three times
Five times
Four times

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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
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Continuous beam
Cantilever beam
Simply supported beam
None of these

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times
Four times
Five times
Two times

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
200 kg/m²
75 kg/m²
Nil

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

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