The rigid bar of negligible weight is supported as shown. The assembly is initially stress-free. Find the stress in each rod if the temperature rises after a load W = 120 kN is applied. Steel rod Bronze rod A (mm²) 350 1500 a (/°C) 11.7 x 10-6 18.9 x 10-6 E (GPa) 200 83 O Steel 1.5 m 1.0 m- 2.5m-1.5 m- 9. Determine the stress at the steel rod in MPa when there is a temperature rise of AT = 36 °C. Bronze 3 m W

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter5: Beams
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The rigid bar of negligible weight is supported as shown. The assembly is initially stress-free. Find the stress in each rod if the temperature rises after a load W = 120 kN
is applied.
Steel rod
Bronze rod
A (mm²)
350
1500
a (/°C)
11.7 x 10-6
18.9 x 10-6
E (GPa)
200
83
O
Steel 1.5 m
1.0 m-
2.5 m
9. Determine the stress at the steel rod in MPa when there is a temperature rise of AT = 36 °C.
W
Bronze 3 m
1.5 m-
Transcribed Image Text:The rigid bar of negligible weight is supported as shown. The assembly is initially stress-free. Find the stress in each rod if the temperature rises after a load W = 120 kN is applied. Steel rod Bronze rod A (mm²) 350 1500 a (/°C) 11.7 x 10-6 18.9 x 10-6 E (GPa) 200 83 O Steel 1.5 m 1.0 m- 2.5 m 9. Determine the stress at the steel rod in MPa when there is a temperature rise of AT = 36 °C. W Bronze 3 m 1.5 m-
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