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A sketch of the finite factor product of 1 quarter of the plate using 6 linear consistent strain triangular things is revealed down below, together with the corresponding nodal co-ordinate values:

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Execute hand calculations to make the person stiffness matrices ke1, ke2, ke3, ke4, ke5 and ke6. A transparent description of the basic methodology along with a transparent statement of the person stiffness matrices has to be offered.

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