A copper bar is of uniform cross-section and is rigidly attached to the walls as shown. The rod is 5ft long and has a cross-sectional area of 2.5 in². At a temperature of 20°F the rod is stress-free in the configuration shown. Determine the stress in the rod when the temperature has dropped to 50°F. Assume that the supports do not yield. For copper, E = 16x10⁶ lb/in² and α = 9.3 x 10^-6/°F.
A copper bar is of uniform cross-section and is rigidly attached to the walls as shown. The rod is 5ft long and has a cross-sectional area of 2.5 in². At a temperature of 20°F the rod is stress-free in the configuration shown. Determine the stress in the rod when the temperature has dropped to 50°F. Assume that the supports do not yield. For copper, E = 16x10⁶ lb/in² and α = 9.3 x 10^-6/°F.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A copper bar is of uniform cross-section and is rigidly attached to the walls as shown. The rod is 5ft long and has a cross-sectional area of 2.5 in². At a temperature of 20°F the rod is stress-free in the configuration shown. Determine the stress in the rod when the temperature has dropped to 50°F. Assume that the supports do not yield. For copper, E = 16x10⁶ lb/in² and α = 9.3 x 10^-6/°F.
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