A horizontal bar of negligible mass, hinged at A and assumed rigid, is supported by a bronze rod 2m long and a steel rod 1m long. Compute the stress in each rod. Steel Bronze Area (mm) 600 300 E (GPa) 200 83 Proportional limit (MPa) 240 140 Bronze 2m Steel Im 0.6m 1.0m 0.8m 50 kN

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A horizontal bar of negligible mass, hinged at A and assumed rigid, is supported by a bronze
rod 2m long and a steel rod 1m long. Compute the stress in each rod.
Steel
Bronze
Area (mm)
600
300
E (GPa)
200
83
Proportional limit (MPa)
240
140
Bronze 2m
Steel Im
0.6m
1.0m
0.8m
50 LN
Transcribed Image Text:A horizontal bar of negligible mass, hinged at A and assumed rigid, is supported by a bronze rod 2m long and a steel rod 1m long. Compute the stress in each rod. Steel Bronze Area (mm) 600 300 E (GPa) 200 83 Proportional limit (MPa) 240 140 Bronze 2m Steel Im 0.6m 1.0m 0.8m 50 LN
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