Question 3
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The following 3-dimensional stress state exists at a point. $\sigma_{11}$ = 200 Mpa, $\sigma_{22}$ = 100
MPa, $\sigma_{33}$ = 450 MPa, $\sigma_{12}$ = 0 MPa, $\sigma_{13}$ = 100 MPa and $\sigma_{23}$ = 300 MPa, Fy = 680
MPa, E=220 GPa, μ=0.33.
3.1 Display as a stress tensor.
[3]
3.2 Calculate the maximum shear stress.
[6]
3.4 Check for yielding with the Von Mises and Tresca criteria.
[6]
