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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Vertical shear
Diagonal compression
Horizontal shear

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
None of these
Ultimate load method
Load factor method

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/4
b/5
b/3
b/6

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Strap
Strip
Raft

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RCC Structures Design
Post tensioning system

None of these
Is economical for large spans and is adopted now a days
Was widely used in earlier days
Is not economical and hence not generally used

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