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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
7 mm
4 mm
6 mm

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

Paraboloid
Semi-hemisphere
None of these
Ellipsoid

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
40
30
35

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

Less than 2.5
Less than 2
2
2.5

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.15 %
0.18 %
0.10 %

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 - x/l) + bw
All listed here
K/x (1 + x/d) + bw
Kx (1 + x/l) + bw

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