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consider a single one dimensional with two nodes. assuming that the dispalcement field, u ( x ) varies linearly from node 1 to node 2

consider a single one dimensional with two nodes. assuming that the dispalcement field, u(x) varies linearly from node 1 to node 2 and can be described as u(x)= mx + c. by using the information given,:
i. establish the general equation of u(x) in term of nodal displacement
ii. derive the strain equation in the matrix form

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