Question: Solve the preceding problem if the normal and shear stresses acting on the element are (x = 2100 kPa. (y = 300 kPa, and Txy

Solve the preceding problem if the normal and shear stresses acting on the element are (x = 2100 kPa. (y = 300 kPa, and Txy = - 560 kPa, the seam is oriented at an angle of 22.5° to the element (see figure).

300 kPa 22.5 2100 kPa 560 kPa Seam

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