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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
20 mm
25 mm
10 mm

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

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

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the outer edge of column
0.1 L from the centre edge of column
Half the distance of projection

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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

None of these
Continuous beam
Simply supported beam
Cantilever beam

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is dry
Is free from moisture
All listed here

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Load
Temperature stress
All listed here
Shrinkage stress

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