1 The state of strain at the point on the pin leaf has components of €₂ = 200(10-6),Ey = 180(10-6), and Yay=-300(10-6). (Figure 1)Figurem< 1 of 1 >Use the strain transformation equations and determine the normal strain in the x direction on an element oriented at an angle of 0 = 65° counterclockwise from the original position.Express your answer to three significant figures.Avec?€¹ =SubmitRequest AnswerPart BDetermine the shear strain along the zy plain.Express your answer to three significant figures.VAΣ vecYz'y' =SubmitRequest AnswerPart CDetermine the normal strain in the y direction.Express your answer to three significant figures.AΣ vec6Ey! =?

Answered: Image /qna-images/answer/9eb30a14-5d2d-4ff6-a04c-ff7b9f207c56.jpg

The state of strain at the point on the pin leaf has components of € = 200(10-6) Ey 180(106), and Yay=-300(10-6). (Figure 1) Figure Im I < 1 of 1 > Express your answer to three significant figures. AΣ vec → Submit Request Answer Part B Determine the shear strain along the zy plain. Express your answer to three significant figures. |IVE] ΑΣΦ | 41 | voc 4 → Request Answer Determine the normal strain in the y direction. Express your answer to three significant figures. VAΣ vec Ey = Submit ▾ Part C C ? ?

The state of strain at the point on the pin leaf has components of € = 200(10-6) Ey 180(106), and Yay=-300(10-6). (Figure 1) Figure Im I < 1 of 1 > Express your answer to three significant figures. AΣ vec → Submit Request Answer Part B Determine the shear strain along the zy plain. Express your answer to three significant figures. |IVE] ΑΣΦ | 41 | voc 4 → Request Answer Determine the normal strain in the y direction. Express your answer to three significant figures. VAΣ vec Ey = Submit ▾ Part C C ? ?

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 7.7.13P: An clement of material in plane strain (see figure) is subjected to strains ex= 480 × 10-6, Ey= 70 ×...

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