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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
20 mm
15 mm
10 mm

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.5 m
4.1 m
4.0 m

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
Low strength concrete only

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/3) (1 - 5/qmax)
(L/2) (1 - 2/qmax)
(L/2) (1 - 5/qmax)
(L/2) (1 - 3/qmax)

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RCC Structures Design
Pick up the true statement from the following:

In the absence of beams, it is easier to paint
All listed here
Plain ceiling provides the best property diffusing light
In the absence of beams, it is easier to install piping

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

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

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