A 2-m by 1.5-m by 1-m parallelepiped is deformed by movement of corner point A to A' (1.9985, 1.4988, 1.0009), as shown by the dashed lines in Fig. 2.7. Calculate the following quantities at point A: (a) the strain components; (b) the normal strain in the direction of line AB; and (c) the shearing strain for perpendicular lines AB and AC. 1.5 m 1 m 2 m

A 2-m by 1.5-m by 1-m parallelepiped is deformed by movement of corner point A to A' (1.9985, 1.4988, 1.0009), as shown by the dashed lines in Fig. 2.7. Calculate the following quantities at point A: (a) the strain components; (b) the normal strain in the direction of line AB; and (c) the shearing strain for perpendicular lines AB and AC. 1.5 m 1 m 2 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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