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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.5 H
0.3 H
0.4 H
0.7 H

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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/4
b/3
b/5

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

None of these
30°
60°
45°

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
R + 2T= 30
2R + T = 60
2R + T = 30

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RCC Structures Design
The effective span of a simply supported slab, is

None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall
Distance between the centers of the bearings
Clear span plus effective depth of the slab

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Needs revision of section
Is safe in shear
Is safe with stirrups and inclined bars

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