rods as shown in Fig. P-278. determine the temperature change that will cause a tensile stress of 60 MPa in the steel rod.

Structural Analysis
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Chapter2: Loads On Structures
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278. A rigid horizontal bar of negligible mass is connected to two
rods as shown in Fig. P-278. If the system is initially stress-free,
determine the temperature change that will cause a tensile stress of
60 MPa in the steel rod.
-2 m
2 m
3 m
3 m
Bronze
A-1200 mm²
E 88 GPa
x = 18.9 pm/(m. °C)
Figure P-278.
Steel
A = 900 mm?
E = 200 GFa
Q- - 11.7 m/(m. °C)
Transcribed Image Text:278. A rigid horizontal bar of negligible mass is connected to two rods as shown in Fig. P-278. If the system is initially stress-free, determine the temperature change that will cause a tensile stress of 60 MPa in the steel rod. -2 m 2 m 3 m 3 m Bronze A-1200 mm² E 88 GPa x = 18.9 pm/(m. °C) Figure P-278. Steel A = 900 mm? E = 200 GFa Q- - 11.7 m/(m. °C)
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