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RCC Structures Design

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

0.87
7.5
8.5
5.8

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.7
0.5
0.25

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
Within the flange
Below the slab
All listed here

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 2/qmax)

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
10 mm
15 mm
7.5 mm

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.7 H
0.3 H
0.4 H

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