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RCC Structures Design

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

5.8
7.5
8.5
0.87

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.00775 aP
D = 0.775 Pa
D = 0.0775 aP
D = 0.07775 aP

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

Winder
Rise
Flight
Tread

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
2R + T = 60
R + 2T= 30
R + 2T = 60

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Increased gradually towards the edge
Decreased gradually towards the edge
Kept uniform throughout

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

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