Problem 3: The steel plate was originally in a rectangular shape. The 5 mm post-deformation geometry of this plate is a parallelogram. D a. Determine the average normal strains along AD, AB, and AC. b. Determine the average shear strains at A and D points. 400 mm c. Given that the modulus of elasticity of this particular steel alloy is E = 200 GPa, and the modulus of rigidity is G = 220 GPa, find the normal stress along the line AD and shear stress at point A. 300 mm B 3 mm
Problem 3: The steel plate was originally in a rectangular shape. The 5 mm post-deformation geometry of this plate is a parallelogram. D a. Determine the average normal strains along AD, AB, and AC. b. Determine the average shear strains at A and D points. 400 mm c. Given that the modulus of elasticity of this particular steel alloy is E = 200 GPa, and the modulus of rigidity is G = 220 GPa, find the normal stress along the line AD and shear stress at point A. 300 mm B 3 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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