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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.4
0.6
0.5

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²
WL/10 (L + 2D/3)²
WL/12 (L - D/3)²

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

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

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

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

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
Less loaded column
A point of zero shear force
More loaded column

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