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RCC Structures Design

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

Four times
Three times
Two times
Five times

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻⁵
3.5 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻²

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is made of reinforced concrete
Possesses internal stresses
Is stressed after casting

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
24 mm diameter
30 mm diameter
36 mm diameter

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

More loaded column
Less loaded column
A point of zero shear force
A point of the maximum shear force

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
10
16
12

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