Determine the von Mises stress for Problem 6.4.
Reference Problem 6.4
For the elements given in Problem 6.3, the nodal displacements are given as
u1 = 0:0 in: v 1 = 0:0025 in: u2 = 0:0012 in:
v2 = 0:0 in: u3 = 0:0 in: v3 = 0:0025 in:
Determine the element stresses σx; σy; τxy; σ1, and σ2 and the principal angle θp. Use the values of E; n, and t given in Problem 6.3
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