Steel, Brass, and Copper rods are connected as shown in the figure. Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the temperature increased to 25 degrees Celsius. Determine the total deformation on the brass. Steel Brass Copper Est = 200 GPa Epr 100 GPa Ecu = 120 GPa %3D ast = 12(10-6)/°C abr = 21(10-6)/°C acu = 17(10-/°C Acu = 515 mm? 200 mm? Abr = 450 mm2 Ast -300 mm- -200 mm 100 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Steel, Brass, and Copper rods are connected as shown in the figure. Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the
temperature increased to 25 degrees Celsius. Determine the total deformation on the brass.
Steel
Brass
Copper
Est = 200 GPa
12(10-)/°C apr
Ebr
Ecu
17(10-)/°C
120 GPa
100 GPa
%3D
ast
= 21(10-6)/°C acu
Acu = 515 mm?
|Ast
200 mm2
Abr = 450 mm2
300 mm
-200 mm
100 mm
O -0.0109mm
O 0.0241mm
O -0.0241mm
O 0.0109mm
oooO
Transcribed Image Text:Steel, Brass, and Copper rods are connected as shown in the figure. Initially, the temperature was 15 degrees Celsius and the stress on the bars is zero. Eventually, the temperature increased to 25 degrees Celsius. Determine the total deformation on the brass. Steel Brass Copper Est = 200 GPa 12(10-)/°C apr Ebr Ecu 17(10-)/°C 120 GPa 100 GPa %3D ast = 21(10-6)/°C acu Acu = 515 mm? |Ast 200 mm2 Abr = 450 mm2 300 mm -200 mm 100 mm O -0.0109mm O 0.0241mm O -0.0241mm O 0.0109mm oooO
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