0w

As in the case of beam it is possible to derive from Equation 2.181 a system of 12 equations relating {D*} to constants {A}. The last equation is w = [[L],| [L]j|[L]k|[L]J {D*} (2.182)

The curvatures of the plate element at any point (x, y) are given by

0X2 -02W

0 0

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