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Type: Posts; User: Kelly Bramble

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    Just happen to have the info - thank you anyway!

    Just happen to have the info - thank you anyway!
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    For tapered beams it is D2(E*I*D2y) = w(x). ...

    For tapered beams it is D2(E*I*D2y) = w(x).

    or

    Deflection y = (1/E)*integral[integral{[M(x)/I(x)]*dx}*dx], integrated from x = 0 to 0.5*L.

    Also, see the following document...

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