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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Tread
Flight
Rise

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The slab is continuous over two supports
The ratio of spans in two directions is less than 2
The slab is discontinuous at edges

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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

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

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is unsafe in shear
Is over safe in shear
Needs redesigning
Is safe in shear

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r³) M
(5/6) (r/1 + r²) M

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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

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

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