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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2
Less than 2.5
2

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Ellipsoid
None of these
Semi-hemisphere
Paraboloid

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab
Least of the above
One-sixth of the effective span

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.4 H
0.3 H
0.5 H

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 25 mm or diameter
Smaller of 40 mm or diameter

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

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

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