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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Geometrical
Dog legged
Straight

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
7.6 kg/cm²
21.5 kg/cm²
21.5 kg/cm²

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Not less than 6
Less than 6
Equal to 6

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

2A/P
A/P
P/2A
P/A

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
15
25

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

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

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