2. A triangular plate is fixed along BC, and its apex A is displaced to A' in horizontal direction by \(\beta = 4\) mm. Determine the shear strain at A and normal strain along AC. (40 points) 800 mm 45°\(\times 3 = 135°\) \(cos 135°\) 800 mm (Dashed lines indicate the deformed shape of the structure)
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