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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.18 %
0.10 %
0.15 %

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.8
0.6
0.9

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

An elliptical curve
A straight line
A circular curve
A parabolic curve

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
2 × Q/jdƩO
Q/jdƩO
Q/2jdƩO

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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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RCC Structures Design
A very comfortable type of stairs is

Geometrical
Straight
Open newel
Dog legged

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