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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
6 mm
4 mm
5 mm

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
15
25
10

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

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

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
25 kg/cm²
15 kg/cm²
20 kg/cm²

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R² + T²)/T
w (R/T)
w √(R + T)/T
w (R + T)/T

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
One diameter
2.5 diameters
3 diameters

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