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(Solved): Take \sigma _(y)=-360kPa,\tau _(xy)=-300kPa. (Figure 1) Figure A) Determine the equivalent normal st ...
Take \sigma _(y)=-360kPa,\tau _(xy)=-300kPa.
(Figure 1)
Figure
A) Determine the equivalent normal stress component x' on an element at the same point oriented 45 degrees clockwise with respect to the element shown
B) Determine the equivalent normal stress component \sigma y?
on an element at the same point oriented 45?
clockwise wit
C) Determine the equivalent shear stress \tau x?y?
on an element at the same point oriented 45?
clockwise with respect to the element shown.