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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
20 mm
12 mm
22 mm

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.207 L
0.107 L
0.307 L
0.407 L

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
260 kg/cm²
1400 kg/cm²
230 kg/cm²

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
3 diameters
2.5 diameters
One 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

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

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RCC Structures Design
A ribbed slab is provided for

A plain ceiling
All of these
Acoustic insulation
Thermal insulation

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