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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

Four times
Five times
Three times
Two times

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
15 kg/cm²
20 kg/cm²
5 kg/cm²

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Minimum shear force
Maximum shear force
Minimum bending moment

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RCC Structures Design
An under-reinforced section means

Steel provided on one face only
Steel will yield first
Steel is provided at the underside only
Steel provided is insufficient

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.25
0.75
0.5

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/3
b/6
b/4
b/5

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