At a temperature of 60°F, a 0.03-in. gap exists between the ends of the two bars shown. Bar (1) is an aluminum alloy [E = 10,000 ksi; v=0.32; a = 12.5 x 10-6/°F] bar with a width of 2.5 in. and a thickness of 0.65 in. Bar (2) is a stainless steel [E = 28,000 ksi; v = 0.12; a = 9.6x 106/°F] bar with a width of 2.0 in. and a thickness of 0.65 in. The supports at A and C are rigid. Assume h₁=2.5 in., h₂-2.0 in., L₁-26 in., L₂=45 in., and A = 0.03 in. Determine (a) the lowest temperature at which the two bars contact each other. (b) the normal stress in the two bars at a temperature of 265°F. (c) the normal strain in the two bars at 265°F. (d) the change in width of the aluminum bar at a temperature of 265°F. (1) L₁ h₁ B h₂ L2
At a temperature of 60°F, a 0.03-in. gap exists between the ends of the two bars shown. Bar (1) is an aluminum alloy [E = 10,000 ksi; v=0.32; a = 12.5 x 10-6/°F] bar with a width of 2.5 in. and a thickness of 0.65 in. Bar (2) is a stainless steel [E = 28,000 ksi; v = 0.12; a = 9.6x 106/°F] bar with a width of 2.0 in. and a thickness of 0.65 in. The supports at A and C are rigid. Assume h₁=2.5 in., h₂-2.0 in., L₁-26 in., L₂=45 in., and A = 0.03 in. Determine (a) the lowest temperature at which the two bars contact each other. (b) the normal stress in the two bars at a temperature of 265°F. (c) the normal strain in the two bars at 265°F. (d) the change in width of the aluminum bar at a temperature of 265°F. (1) L₁ h₁ B h₂ L2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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