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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

20
35
25
30

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
No decay due to termites
All of these
Higher bearing capacity

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Straight bar splice
Dowel splice
Hooked splice
All listed here

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

50 %
40 %
10 %
20 %

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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

200 cm
150 cm
300 cm
100 cm

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe in shear
Is safe with stirrups and inclined bars

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