Problem 5.. Two solid circular cross-section bars, one titanium and the other steel, each in the form of a truncated cone, are joined as shown in the figure and attached to a rigid vertical wall at the left. The system is subjected to a concentric axial tensile force of 500KN at the right end, together with an axisymmetric ring- type load applied at the junction of the bars as shown and having a horizontal resultant of 100OKN. Determine the change of length of the system. For titanium, E = 110 GPa and for steel, E = 200 GPa. Ring load 50 mm 35 mm 25 mm 25 mm 500 kN Steel Titanium alloy 0.45 m 0.90 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 5.
Two solid circular cross-section bars, one titanium and the other steel, each in the form of a truncated
cone, are joined as shown in the figure and attached to a rigid vertical wall at the left. The system is
subjected to a concentric axial tensile force of 500KN at the right end, together with an axisymmetric ring-
type load applied at the junction of the bars as shown and having a horizontal resultant of 1000KN.
Determine the change of length of the system. For titanium, E = 110 GPa and for steel, E = 200 GPa.
Ring load
50 mm
35 mm | 25 mm
25 mm
500 kN
Steel
Titanium
alloy
0.45 m
0.90 m
Transcribed Image Text:Problem 5. Two solid circular cross-section bars, one titanium and the other steel, each in the form of a truncated cone, are joined as shown in the figure and attached to a rigid vertical wall at the left. The system is subjected to a concentric axial tensile force of 500KN at the right end, together with an axisymmetric ring- type load applied at the junction of the bars as shown and having a horizontal resultant of 1000KN. Determine the change of length of the system. For titanium, E = 110 GPa and for steel, E = 200 GPa. Ring load 50 mm 35 mm | 25 mm 25 mm 500 kN Steel Titanium alloy 0.45 m 0.90 m
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