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RCC Structures Design

RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
8 legged
10 legged
6 legged

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

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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

2
Less than 2.5
2.5
Less than 2

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RCC Structures Design
A foundation is called shallow if its depth, is

Equal to its width
Half of its width
Three-fourth of its width
One-fourth of its width

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
12
10
16

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Is safe with stirrups and inclined members
Safe in shear
Needs revision of the section

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