A In Figure 2, different square cross-section bar with dimensions, loading condition and material properties. given. The AB part of the bar is Copper and the cross-sectional edge length is 120 mm; BC part It is steel and the cross-sectional edge length is 80 mm. (a) Draw the normal force diagram of the rod. (b) Calculate the normal stresses that will occur in parts AB and BC. (c) Calculate the total length change of the rod. 32(kN) P2 B (copper) 370 (cm) (steel) 310 (cm) C 75(kN) P3 material Copper Steel E (MPa) 100000 200000

Mechanics of Materials (MindTap Course List)
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ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.4.8P: - A specimen used in a coupon test has norm al stress ??. = 15 MPa (see figure). Using Mohr’s...
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A
In Figure 2, different square cross-section bar with dimensions, loading condition and
material properties.
given. The AB part of the bar is Copper and the cross-sectional edge length is 120 mm; BC
part
It is steel and the cross-sectional edge length is 80 mm.
(a) Draw the normal force diagram of the rod.
(b) Calculate the normal stresses that will occur in parts AB and BC.
(c) Calculate the total length change of the rod.
t
32(kN) P2 B
(copper)
370 (cm)
(steel)
310 (cm)
C
75(kN)
P3
material
Copper
Steel
E (MPa)
100000
200000
Transcribed Image Text:A In Figure 2, different square cross-section bar with dimensions, loading condition and material properties. given. The AB part of the bar is Copper and the cross-sectional edge length is 120 mm; BC part It is steel and the cross-sectional edge length is 80 mm. (a) Draw the normal force diagram of the rod. (b) Calculate the normal stresses that will occur in parts AB and BC. (c) Calculate the total length change of the rod. t 32(kN) P2 B (copper) 370 (cm) (steel) 310 (cm) C 75(kN) P3 material Copper Steel E (MPa) 100000 200000
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