Unformatted text preview: u 5 60° from the x axis and (b) the maximum shear stresses and associated normal stresses. Show all results on sketches of properly oriented elements. Solution 7.4-5 Biaxial stress y x O 1500 psi 6000 psi s x 5 6000 psi s y 5 2 1500 psi t xy 5 (a) E LEMENT AT u 5 60 8 (All stresses in psi) 2 u 5 120 8 u 5 60 8 2 R 5 7500 psi R 5 3750 psi Point C : s x 1 5 2250 psi D' D A ( u 5 0) 2250 60 8 2 u = 120 8 C S 1 S 2 R R O s x 1 B ( u 5 90 8 ) t x 1 y 1 30 8 1500 6000 ( u 5 60 8 ) A-PDF Split DEMO : Purchase from www.A-PDF.com to remove the watermark...
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- Spring '08
- Armanios
- Shear Stress, Harshad number, MPa
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