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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
10 %
20 %
40 %

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
6 mm
12 mm
20 mm

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

35
30
25
20

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Magnel-Blaton system
C.L. standard system
Lee-McCall system
Freyssinet system

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

300 cm
150 cm
100 cm
200 cm

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Kept zero at the edge
Decreased gradually towards the edge
Kept uniform throughout

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