Question: 2 . 6 0 . Solve for the principal strains in Problem 2 . 5 9 by using Eqs. 2 . 7 7 b and

2.60. Solve for the principal strains in Problem 2.59 by using
Eqs. 2.77 b and 2.78
2 . 6 0 . Solve for the principal strains in

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