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Calculate the increase in stress for each segment of the compound bar shown in Fig. P- 266 if the temperature increases by 100°F. Assume that the supports are unyielding and that the bar is suitably braced against buckling. Steel A = 1.5 in? E = 29 x 10° psi a = 12.8 x 10/°F a = 6.5 x 10*/ oF Aluminum A = 2.0 in? E = 10 x 10° psi 10 in 15 in Figure P-266

Calculate the increase in stress for each segment of the compound bar shown in Fig. P- 266 if the temperature increases by 100°F. Assume that the supports are unyielding and that the bar is suitably braced against buckling. Steel A = 1.5 in? E = 29 x 10° psi a = 12.8 x 10/°F a = 6.5 x 10*/ oF Aluminum A = 2.0 in? E = 10 x 10° psi 10 in 15 in Figure P-266

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the increase in stress for each segment of the compound bar shown in Fig. P- 266 if the temperature increases by 100°F. Assume that the supports are unyielding and that the bar is suitably braced against buckling. Steel A = 1.5 in? E = 29 x 10° psi a = 12.8 x 10/°F a = 6.5 x 10*/ oF Aluminum A = 2.0 in? E = 10 x 10° psi 10 in 15 in Figure P-266
Transcribed Image Text:Calculate the increase in stress for each segment of the compound bar shown in Fig. P- 266 if the temperature increases by 100°F. Assume that the supports are unyielding and that the bar is suitably braced against buckling. Steel A = 1.5 in? E = 29 x 10° psi a = 12.8 x 10/°F a = 6.5 x 10*/ oF Aluminum A = 2.0 in? E = 10 x 10° psi 10 in 15 in Figure P-266
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