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RCC Structures Design

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

15
10
20
25

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.12 %
0.15 %
0.10 %

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RCC Structures Design
An under-reinforced section means

Steel will yield first
Steel provided on one face only
Steel provided is insufficient
Steel is provided at the underside only

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C²
2800/C
2800/3C

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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

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

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