Determine the extensional strain in Problem 3.11 in a direction 30° clockwise from the x axis.
Problem 3.11
The nonzero stress components at a point in a steel plate (E = 200 GPa and v = 0.29) are σxx = 80 MPa, σyy = 120 MPa, and σxy =50 MPa. Determine the principal strains.
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