4. Under a given load, the 1.0 m by 1.5 m by 2.0 m parallelepiped shown below is deformed by movement of comer point A t

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4. Under a given load, the 1.0 m by 1.5 m by 2.0 m parallelepiped shown below is deformed by movement of comer point A t

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4 Under A Given Load The 1 0 M By 1 5 M By 2 0 M Parallelepiped Shown Below Is Deformed By Movement Of Comer Point A T 1
4 Under A Given Load The 1 0 M By 1 5 M By 2 0 M Parallelepiped Shown Below Is Deformed By Movement Of Comer Point A T 1 (47.22 KiB) Viewed 54 times
4. Under a given load, the 1.0 m by 1.5 m by 2.0 m parallelepiped shown below is deformed by movement of comer point A to a new location A' with coordinates (0.9955, 1.4982, 1.9997). If the displacement field is given by: u=Cjxyz v = C2xyz w = C3xyz a. Determine Exo Ey, EzYxy, Yxz and Yyz. b. Evaluate the normal strain in the direction of line AB c. Calculate the shear strain for perpendicular lines AB and AC. Z с A 2.0 A 1.0 m B 1.5 m
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