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).
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.8.3P
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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).
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