2- Determine the total deformation between points A and D of a stepped steel bar subjected to the axial forces shown in the figure below. The modulus of elasticity of steel is E=210 GPa. 1.2 m 1.8 m 1.7 m 50 kN 40 mm 175 kN diam. 100 kN 225 kN 30 mm diam. 25 mm diam. D В C

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Chapter1: Units, Trigonometry. And Vectors
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2- Determine the total deformation between points A and D of a stepped steel bar subjected to
the axial forces shown in the figure below. The modulus of elasticity of steel is E=210 GPa.
-1.2 m
-1.8 m
1.7 m
50 kN
40 mm 175 kN
diam.
100 kN
225 kN
30 mm
diam.
25 mm diam.
A
D
B
C
Transcribed Image Text:2- Determine the total deformation between points A and D of a stepped steel bar subjected to the axial forces shown in the figure below. The modulus of elasticity of steel is E=210 GPa. -1.2 m -1.8 m 1.7 m 50 kN 40 mm 175 kN diam. 100 kN 225 kN 30 mm diam. 25 mm diam. A D B C
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