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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°
55°
35°
25°

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

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

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RCC Structures Design
A ribbed slab is provided for

All of these
A plain ceiling
Acoustic insulation
Thermal insulation

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

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.696 %
0.596 %
0.796 %
0.496 %

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
100 cm
120 cm

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