Determine the maximum principal stresses in the member with a re-entrant corner as shown in Figure P7-17.

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Determine the maximum principal stresses in the member with a re-entrant corner as shown in Figure P7-17. At what location are the principal stresses largest? Let E = 30 Ã— 106 psi and v = 0.25. Use plane strain conditions.

Figure P7-17

10 in. 1000 lb/in. 10 in. 5 in. 0.25 in. rad. 10 in. 20 in.

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A First Course in the Finite Element Method

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Authors: Daryl L. Logan

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Question Posted: Feb 14, 2018 08:55 AM

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Determine the maximum principal stresses in the member with a re-entrant corner as shown in Figure P7-17.

Question:

10 in. 1000 lb/in. 10 in. 5 in. 0.25 in. rad. 10 in. 20 in.

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A First Course in the Finite Element Method

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