A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the left by u = 1.7 mm and upward by v = 3.5 mm to new position Q'. Determine the shear strain y at corner Q' after deformation. Use c = 720 mm, a = 31°, and B = 59° ITX U P B R

Please show each and every step in detail. Dont miss any steps and highlight the final answer. Thanks!

The square deforms into the position shown by the dashed lines in (Figure 1). The dimensions are S = 60 mm, S' = 65 mm, Ax₁ = 5 mm, and Ax₂ = 6 mm. Side D'B' remains horizontal. Figure 91.5° Ax₁ AX₂ < 1 of 1 Part A Determine the shear strain at A relative to the x, y axes. Express your answer in radians to three significant figures. 17 ΑΣΦ ↓↑ vec 6 (YA)zy = Submit Part B Request Answer Determine the shear strain at B relative to the x, y axes. Express your answer in radians to three significant figures. ? Review rad

Given the stress element shown, determine the maximum in-plane shear stress, 0x = 54 MPa Oy = 30 MPa Txy = 40 MPa (Use the stress orientation shown in the figure to determine the sign on the stress values.) 58 MPal 65 MPa 74 MPa 88 MPa 96 MPa + 148 MPa