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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
Coincides the geometrical centre of the beam
Remains within the flange
None of these

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

7.5
8.5
0.87
5.8

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
5WR²/16
3WR²/16
WR²/16

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

18 bar diameters
12 bar diameters
30 bar diameters
24 bar diameters

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