The cutaway view shows a solid aluminum alloy [L2 = 730 mm; A2 = 693 mm?; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 741 mm; Az = 1125 mm²; E1 = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 200 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1). Support |(1) L2 L, |(2) Flange |A clearance
The cutaway view shows a solid aluminum alloy [L2 = 730 mm; A2 = 693 mm?; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 741 mm; Az = 1125 mm²; E1 = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 200 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1). Support |(1) L2 L, |(2) Flange |A clearance
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The cutaway view shows a solid aluminum alloy [L2 = 730 mm; A2 = 693 mm?; E2 = 70 GPa] rod (2) within a closed-end bronze [L, = 741
mm; Az = 1125 mm²; E1 = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 3 mm between the rod flange at B and
the tube closure at A. After load P = 200 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at
A. Calculate the internal force in bronze tube (1).
Support
|(1)
L2
L,
(2)
Flange
|A
clearance
Answer:
F1 = i
kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c37bb1e-283d-4c21-bd96-169c0f66e22b%2Ffd4cf48e-74c5-47e6-9ea6-c9b46237bce7%2Fc5b6kbn_processed.png&w=3840&q=75)
Transcribed Image Text:The cutaway view shows a solid aluminum alloy [L2 = 730 mm; A2 = 693 mm?; E2 = 70 GPa] rod (2) within a closed-end bronze [L, = 741
mm; Az = 1125 mm²; E1 = 100 GPa] tube (1). Before the load Pis applied, there is a clearance of 3 mm between the rod flange at B and
the tube closure at A. After load P = 200 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at
A. Calculate the internal force in bronze tube (1).
Support
|(1)
L2
L,
(2)
Flange
|A
clearance
Answer:
F1 = i
kN
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