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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

25 kg/cm²
20 kg/cm²
15 kg/cm²
10 kg/cm²

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum shear force
Minimum bending moment
Minimum shear force
Maximum bending moment

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.8
0.9
0.2

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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

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

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

Tension is resisted by tension steel
Compression is resisted by compression steel
Stress in tension steel equals the stress in compression steel
All of the listed here

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
18 bar diameters
30 bar diameters
12 bar diameters

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