Q2b. Using the strains from Q2a (£x, £y, Yxy), the principal strains (€1, €2), maximum in-plane shear strain (Ymax in-pl

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Q2b Using The Strains From Q2a X Y Yxy The Principal Strains 1 2 Maximum In Plane Shear Strain Ymax In Pl 1 (161.77 KiB) Viewed 14 times

Ex=328
Ey=266
Yyx=(-363)
E1= 481
E2= 113
Ymax in plane= (368)
(THETA)p =(-40.2)
(THETA)s =(4.8)
Please solve this as soon as possible
Q2b. Using the strains from Q2a (£x, £y, Yxy), the principal strains (€1, €2), maximum in-plane shear strain (Ymax in-plane), and their orientations (Op and 03) were calculated. Sketch on properly orientated elements: Q2b.i. The original state of strain [8 marks] Q2b.ii. The principal strains [9 marks] Q2b.ii. The maximum in-plane shear strain (18 marks] Refer to your student ID number in the lookup table below for the above strains and their orientations. 12h: 35 marks