The figure as shown below is a rigid bar which is supported by two rods and a pin support. If the said connections is stress- free, determine the increase or decrease of the temperature in degrees Celsius that will resulted with a tensile stress of FN mPa for the brass rod. Brass L= 2 m A= 1200 mm? E= 100 GPa a = 18.7 x 10-/°C FN=70 MN=76 SN=50 B - 3 m- 2 m Copper L=3 m A = 1500 mm? E= 120 GPa a = 16.8 x 10-°C

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The figure as shown below is a rigid bar which is supported by two rods and a pin support. If the said connections is stress-
free, determine the increase or decrease of the temperature in degrees Celsius that will resulted with a tensile stress of
EN mPa for the brass rod.
Brass
L = 2 m
A = 1200 mm²
E = 100 GPa
a = 18.7 x 10-/°C
FN=70
B
- 3 m -
MN=76
2 m
Copper
L=3 m
A = 1500 mm²
E = 120 GPa
a = 16.8 x 10-/°C
SN=50
Note: Neglect the weight of the bar and assumes that the two rods will subjected to same temperature change
Transcribed Image Text:The figure as shown below is a rigid bar which is supported by two rods and a pin support. If the said connections is stress- free, determine the increase or decrease of the temperature in degrees Celsius that will resulted with a tensile stress of EN mPa for the brass rod. Brass L = 2 m A = 1200 mm² E = 100 GPa a = 18.7 x 10-/°C FN=70 B - 3 m - MN=76 2 m Copper L=3 m A = 1500 mm² E = 120 GPa a = 16.8 x 10-/°C SN=50 Note: Neglect the weight of the bar and assumes that the two rods will subjected to same temperature change
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