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RCC Structures Design

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

30
20
35
25

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Shear force
Moment of the beam section about its neutral axis
Distance of the C.G. of the area from its neutral axis
Area of the section

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

5 mm
10 mm
7.5 mm
15 mm

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

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

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.0775 a
D = 0.775 √a
D = 0.775 a

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

Paraboloid
None of these
Ellipsoid
Semi-hemisphere

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