Take σy = -450 kPa , τxy = -300 kPa .
Determine the equivalent normal-stress component σy′ on an
element at the same point oriented 45∘ clockwise with respect to
the element shown.
Determine the equivalent shear stress τx′y′ on an element at the
same point oriented 45∘ clockwise with respect to the element
shown.
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бу Txy
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