50 50mm 40 40mm 30 60 kN 60 kN 20 10 500mm 400mm 0.0000 0.0005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 STRAIN SSTLLS
50 50mm 40 40mm 30 60 kN 60 kN 20 10 500mm 400mm 0.0000 0.0005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 STRAIN SSTLLS
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The bar ABC in the figure consists of two cylindrical segments. The material of the bar has the stress-strain diagram shown.
Calculate the strain in segment BC caused by the 60-kN axial load.
Calculate the elongation in segment AB caused by the 60-kN axial load.
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