A 2 m copper bar subjected to a tensile load 180 kN is suspended from a pin that is supported by two identical steel posts as shown. Determine the total deformation of the lower end of the copper bar due to the applied tensile load. HINT: Note that the steel posts support the pin where he copper bar is attached. Use 3 decimal places in every solved value. steel post L = 0.5 m A = 4500 mm? E = 200 GPa соррer bar L = 2 m A = 4800 mm² E = 120 GPa
A 2 m copper bar subjected to a tensile load 180 kN is suspended from a pin that is supported by two identical steel posts as shown. Determine the total deformation of the lower end of the copper bar due to the applied tensile load. HINT: Note that the steel posts support the pin where he copper bar is attached. Use 3 decimal places in every solved value. steel post L = 0.5 m A = 4500 mm? E = 200 GPa соррer bar L = 2 m A = 4800 mm² E = 120 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
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![A 2 m copper bar subjected to a tensile load 180 kN is suspended from a pin that is supported
by two identical steel posts as shown. Determine the total deformation of the lower end of the
copper bar due to the applied tensile load. HINT: Note that the steel posts support the pin where
the copper bar is attached. Use 3 decimal places in every solved value.
L
steel post
L = 0.5 m
A = 4500 mm2
E = 200 GPa
соррer bar
L = 2 m
A = 4800 mm²
E = 120 GPa
180 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F169101a6-4e4b-4bea-beca-b1e72d8d8757%2Fe3facbb6-f998-442d-b234-bdd722698366%2Fmpmiwzvh_processed.png&w=3840&q=75)
Transcribed Image Text:A 2 m copper bar subjected to a tensile load 180 kN is suspended from a pin that is supported
by two identical steel posts as shown. Determine the total deformation of the lower end of the
copper bar due to the applied tensile load. HINT: Note that the steel posts support the pin where
the copper bar is attached. Use 3 decimal places in every solved value.
L
steel post
L = 0.5 m
A = 4500 mm2
E = 200 GPa
соррer bar
L = 2 m
A = 4800 mm²
E = 120 GPa
180 kN
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