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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

75 kg/m²
Nil
200 kg/m²
150 kg/cm²

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

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

All listed here
Load of the surcharge, if any
Weight of the soil above it
Its own weight

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
30
40
35

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b + a)/8
M = pb (b - a)²/8

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
The ratio of spans in two directions is less than 2
The slab is continuous over two supports
It supports live loads in both directions

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