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RCC Structures Design

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

8.5
7.5
0.87
5.8

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
12 mm
20 mm
22 mm

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/4
b/3
b/5

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Five times
Four times
Three times

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

16
8
10
12

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RCC Structures Design
The minimum thickness of a flat slab is taken

L/32 for end panels without drops
All listed here
L/36 for end panels without drops
L/36 for interior panels without drop

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