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RCC STRUCTURES DESIGN

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

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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
0.9
0.6
0.8

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

25
20
15
10

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

Paraboloid
Semi-hemisphere
None of these
Ellipsoid

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
200 cm
50 cm
150 cm

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