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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
10 mm
20 mm
25 mm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.25 times the average
1.50 times the average
1.75 times the average

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
1
2
5

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

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RCC Structures Design
A flat slab is supported

On beams
On columns monolithically built with slab
On beams and columns
On columns

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.1 m
4.0 m
4.5 m

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