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Elastic Curves in Structural Analysis by Majhoul Hak is a document available to read on EtoBox.
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- Majhoul Hak
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I = 5.1 x 10^8 mm^4 Then, A = (20 x 103 x 3.6) / (200 x 109 x 5.1 x 10^8) = 0.0043 radians = 0.25° This shows that the slope is quite small, validating the small deflection assumption.
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