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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Every section
Quarter span
Mid span
Supports

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Distance between the centers of T-beam

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
5.8
0.87
7.5

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Least of the above

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
3.0
1.0
1.5

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P cos θ
W - P cos θ
W - 2P sin θ
W - P sin θ

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