Discussion :: Theory of Structures
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The deflection of a uniform circular bar of diameter d and length l, which extends by an amount e under a tensile pull W, when it carries the same load at its mid-span, is
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A.
\( \frac { eI } { 2 d} \) |
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B.
\( \frac { e^2I } { 3 d^2} \) |
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C.
\( \frac { eI ^2} { 3 d^2} \) |
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D.
\( \frac { eI1/ ^2} { 3 d^2} \) |
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Answer : Option C
Explanation :
No answer description available for this question.
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