Discussion :: Theory of Structures
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The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length, is (where Ic is the M.I. at the crown, which varies as the slope of the arch).
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A.
\( \frac { 50} { EIc } \) |
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B.
\( \frac { 100} { EIc } \) |
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C.
\( \frac {1 50} { EIc } \) |
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D.
\( \frac { 200} { EIc } \) |
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E.
\( \frac { 250} { EIc } \) |
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Answer : Option D
Explanation :
No answer description available for this question.
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