For the structure shown in Figure P15-5, bar element 1 is subjected to a uniform temperature rise

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For the structure shown in Figure P15-5, bar element 1 is subjected to a uniform temperature rise of T = 40 °C. Let E = 200 GPa, A = 2 × 10-2 m2, and a = 12 × 10-6 (mm/mm)/°C. Determine the stresses in each bar.
3 (2 3 m Rigid bar 62 2.
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