Discussion :: RCC Structures Design
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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
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A.
\(\frac { WL } { 12 }\) [ L - \(\frac { 2D } { 3 } ]^2\) |
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B.
\(\frac { WL } { 10 }\) [ L + \(\frac { 2D } { 3 } ]^2\) |
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C.
\(\frac { WL } { 10 }\) [ L - \(\frac { 2D } { 3 } ]^2\) |
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D.
\(\frac { WL } { 12 }\) [ L - \(\frac { D } { 3 } ]^2\) |
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Answer : Option C
Explanation :
No answer description available for this question.
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