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RCC Structures Design

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

10 mm
7.5 mm
5 mm
15 mm

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
Simply supported beam
Continuous beam
None of these

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Overall thickness of the rib
All of the listed here
Centre to centre distance between T-beams

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strip
Footing
Strap

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
None of these
60°
30°

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