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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
11 mm
10 mm
15 mm

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
1.5
1.0
3.0

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To overcome bursting stresses at the ends
To overcome high bearing stresses developed at the ends
To provide high bond stresses

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 40 mm or diameter
Smaller of 25 mm or diameter
Greater of 40 mm or diameter
Greater of 25 mm or diameter

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15
WL²/90
WL²/30
WL²/60

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Decreasing the lever arm
Replacing smaller bars by greater number of greater bars
Replacing larger bars by greater number of small bars

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