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RCC Structures Design

RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/3P
WL/4P
WL/P
WL/2P

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

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers in the flight
Risers plus one
None of these

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
8 cm to 10 cm
3 cm to 5 cm
5 cm to 8 cm

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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

30°
None of these
45°
60°

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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

0.3 H
0.4 H
0.7 H
0.5 H

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