Consider the figure shown below. B' UB L A UA The fiber AB has an undeformed length of L = 1.6 m. In its original position, it makes an angle theta = 47 in degrees with the x-axis as shown. After a load is applied, the ends A and B undergo displacements ua and VB, respectively along the x and y axes as indicated in the figure. If the displacements u, = 0.4 (in m) and vg = 0.5 (in m), then compute the normal strain (up to three decimal places) when it reaches the new configuration A'B'. %3D

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