Discussion :: RCC Structures Design
- Based on punching shear consideration, the overall depth of a combined footing under a column A, is
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A.
(Area of the column A × Safe punching stress)/Load on column A |
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B.
(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) |
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C.
(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) |
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D.
None of these |
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Answer : Option B
Explanation :
Explanation Not Provided
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