Determine the maximum principal stresses in the member with a re-entrant corner as shown in Figure P7-17.
Question:
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 × 106 psi and v = 0.25. Use plane strain conditions.
Figure P7-17
Transcribed Image Text:
10 in. 1000 lb/in. 10 in. 5 in. 0.25 in. rad. 10 in. 20 in.
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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