please include fbd and complete solution The material is subjected to biaxial loading producing uniform normal stress oz and oy asshown. The strains are ex = +0.00065 and ey = +0.00040. Use E = 207 GPa and v= 0.30.Determine the following:(a) oz. Indicate tension or compression. Use 2 decimal places.(b) ơy. Indicate tension or compression. Use 2 decimal places.(c) Change in the thickness of the material. Indicate elongation or contraction. Use 5decimal places and scientific notation of × 10-3 (Example: _ . ---- × 10-3)yOy1t = 16 mm

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The material is subjected to biaxial loading producing uniform normal stress ox and oy as shown. The strains are ex = +0.00065 and ey = +0.00040. Use E = 207 GPa and v = 0.30. Determine the following: (a) op. Indicate tension or compression. Use 2 decimal places. (b) oy. Indicate tension or compression. Use 2 decimal places. (c) Change in the thickness of the material. Indicate elongation or contraction. Use 5 decimal places and scientific notation of x 10-3 (Example: _ .-- x 10-3) y Oy At= 16 mm

The material is subjected to biaxial loading producing uniform normal stress ox and oy as shown. The strains are ex = +0.00065 and ey = +0.00040. Use E = 207 GPa and v = 0.30. Determine the following: (a) op. Indicate tension or compression. Use 2 decimal places. (b) oy. Indicate tension or compression. Use 2 decimal places. (c) Change in the thickness of the material. Indicate elongation or contraction. Use 5 decimal places and scientific notation of x 10-3 (Example: _ .-- x 10-3) y Oy At= 16 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.5.1P: 1 A rectangular steel plate with thickness t = 5/8 in. is subjected to uniform normal stresses a and...

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