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RCC Structures Design

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

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

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
5 mm
7.5 mm
15 mm

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
12 mm
14 mm
10 mm

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A cut-off wall
All listed here
A rib
A key

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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

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

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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
0.307 L
0.107 L
0.407 L

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