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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
Stainless
High tension steel
High carbon steel

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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/100Q)
M/10√Q
√(M/Q)

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Six times
Four times
Three times

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

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

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
10
15
25

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

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

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