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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
15
20
10

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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
Kept uniform throughout
Decreased gradually towards the edge

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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

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

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Was widely used in earlier days
Is economical for large spans and is adopted now a days
None of these

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
One-half lever arm of the section
One-third lever arm of the section
Lever arm of the section

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hp/l²
8hl/p
8hp/l
8hl/p²

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