d aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 818 mm; A1 = 1211 mm2; E1 = 100 GPa] tube (1). Before the load P is applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 220 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).
d aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 818 mm; A1 = 1211 mm2; E1 = 100 GPa] tube (1). Before the load P is applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 220 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).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The cutaway view shows a solid aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 818 mm; A1 = 1211 mm2; E1 = 100 GPa] tube (1). Before the load P is applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 220 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).
Transcribed Image Text:Support
C
(1)
L2
L1
|(2)
Flange
A
clearance
VP
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