Discussion :: RCC Structures Design
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. If Md and Mt are the maximum bending moments due to dead load and live load respectively and F is the total effective pressure, for a balanced design of a prestreseed concrete beam of steel, is
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A.
e = \( \frac { Md } { F }\) + \( \frac { Mt } {2 F }\) |
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B.
e = \( \frac { Md } {2 F }\) + \( \frac { Ml } {F }\) |
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C.
e = \( \frac { Md } {2 F }\) + \( \frac { Ml } {3F }\) |
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D.
e = \( \frac { Ml } {3F }\) + \( \frac { Ml } {2F }\) |
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Answer : Option B
Explanation :
No answer description available for this question.
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