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RCC Structures Design

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

Five times
Two times
Four times
Three times

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

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Tread
Rise
Winder

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RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2.5
2
Less than 2

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Maximum shear force
Minimum shear force
Minimum bending moment

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