1.

For a case of plane stress, σx=40MN/m2,σy=0,τxy=80MN/m2. What are the principal stresses(inMN/m2) and their orientation with x and y axes?

Answer»

For a case of plane stress, σx=40MN/m2,σy=0,τxy=80MN/m2. What are the principal stresses(inMN/m2) and their orientation with x and y axes?



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