ng steel bars, which was given a tensile strength of 45150 N, elongated by 2.1 mm, cross-strain was 0.00056, boson ratio 0.32 and modulus of elasticity 200000MPa. Find the original length and cross-sectional area of the model, assuming that the stress did not exceed the elastic limit.
ng steel bars, which was given a tensile strength of 45150 N, elongated by 2.1 mm, cross-strain was 0.00056, boson ratio 0.32 and modulus of elasticity 200000MPa. Find the original length and cross-sectional area of the model, assuming that the stress did not exceed the elastic limit.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A model of reinforcing steel bars, which was given a tensile strength of 45150 N, elongated by 2.1 mm, cross-strain was 0.00056, boson ratio 0.32 and modulus of elasticity 200000MPa. Find the original length and cross-sectional area of the model, assuming that the stress did not exceed the elastic limit.
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