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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams and columns
On beams
On columns monolithically built with slab
On columns

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

12
8
16
10

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

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

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

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

30 cm
20 cm
35 cm
25 cm

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