Situation 10: The rigid bar ABC as shown in the figure is pinned supported at B and attached to the vertical two rods. Initially, the bar is horizontal and the vertical rods are stress-free. The temperature in the steel rod is decreased by 40°C. Neglect the weight of the bar Steel L = 910 mm A = 300 mm² E = 200 GPa a 11.7 x 10/°C AT = -45°C 0.5 m 27. Determine the stress in the aluminum rod 28. Determine the stress in the steel rod 1.3 m Aluminum L=1320 mm A = 1200 mm² E = 70 GPa a = 23 x 106/C

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 10: The rigid bar ABC as shown in the figure is pinned supported at B and attached to the vertical two rods. Initially,
the bar is horizontal and the vertical rods are stress-free. The temperature in the steel rod is decreased by 40°C. Neglect the
weight of the bar
Steel
L = 910 mm
A = 300 mm²
E = 200 GPa
a = 11.7 x 106/C
AT = -45°C
0.5 m +
1.3 m
Aluminum
L = 1320 mm
A 1200 mm²
E = 70 GPa
a = 23 x 106/C
27. Determine the stress in the aluminum rod
28. Determine the stress in the steel rod
29. Determine the deflection at the point where aluminum rod and bar is attach
Transcribed Image Text:Situation 10: The rigid bar ABC as shown in the figure is pinned supported at B and attached to the vertical two rods. Initially, the bar is horizontal and the vertical rods are stress-free. The temperature in the steel rod is decreased by 40°C. Neglect the weight of the bar Steel L = 910 mm A = 300 mm² E = 200 GPa a = 11.7 x 106/C AT = -45°C 0.5 m + 1.3 m Aluminum L = 1320 mm A 1200 mm² E = 70 GPa a = 23 x 106/C 27. Determine the stress in the aluminum rod 28. Determine the stress in the steel rod 29. Determine the deflection at the point where aluminum rod and bar is attach
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