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RCC Structures Design

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

4.1 m
4.5 m
4.7 m
4.0 m

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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

6 mm
5 mm
4 mm
7 mm

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/6
b/5
b/4
b/3

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r²/1 + r³) M
(5/6) (r/1 + r²) M

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal
None of these
With the perpendicular to the inclined plane of the soil
With the vertical

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
36 bar diameters
18 bar diameters

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