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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
16
10
12

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RCC Structures Design
An under-reinforced section means

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

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Radius of the column
Half the width of the panel
One-fourth the width of the panel
Diameter of the column

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
25°
35°
55°

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/16th of the span
1/12th of the span
1/10th of the span
1/8th of the span

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