Please show each and every step in detail. Dont miss any steps and highlight the final answer. Thanks! the nodal displacements areFor the plane strain elements shown in the Figuregiven as(4, 4)uj = 0.001 in.0.005 in.U2= 0.001 in.= 0.0025 in.Из0.0 in.V3 = 0.0 in.U2 =2(2, 2)(4, 2)Determine the element stresses ox, Gy, Txy, O1, and o2 and the principal angle Op. LetE = 30 × 106 psi and v = 0.25, and use unit thickness for plane strain. All coordinatesare in inches.(b)

the nodal displacements are For the plane strain elements shown in the Figure given as (4, 4) uj = 0.001 in. vị = 0.005 in. U2 = 0.001 in. v2 = 0.0025 in. Uz = 0.0 in. V3 = 0.0 in. 2 (2, 2) (4, 2) Determine the element stresses ox,Gy, T,xy, 01, and 02 and the principal angle 0p. Let E = 30 × 106 psi and v = 0.25, and use unit thickness for plane strain. All coordinates are in inches. (b)

the nodal displacements are For the plane strain elements shown in the Figure given as (4, 4) uj = 0.001 in. vị = 0.005 in. U2 = 0.001 in. v2 = 0.0025 in. Uz = 0.0 in. V3 = 0.0 in. 2 (2, 2) (4, 2) Determine the element stresses ox,Gy, T,xy, 01, and 02 and the principal angle 0p. Let E = 30 × 106 psi and v = 0.25, and use unit thickness for plane strain. All coordinates are in inches. (b)

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 7.7.11P: The strains for an element of material in plane strain (see figure) are as follows: x = 480 ×10-6. y...

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An clement of material in plane strain (see figure) is subjected to strains ex= 480 × 10-6, Ey= 70 × l0-6, and yxy= 420 × l0-6. Determine the following quantities: (a) the strains for an element oriented at an angle 0 = 75°, (b) the principal strains, and (c) the maximum shear strains. Show the results on sketches of properly oriented elements.
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