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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
12% of wall weight
5% of wall weight
7% of wall weight

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

20 %
40 %
50 %
10 %

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

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

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

√(M/100Q)
√(M/Q)
M/10√Q
M/100Q

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
45°
All listed here
30°

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

8
10
16
12

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