A horizontal rigid bar of negligible mass is binged at one end, Fig.1, and supported by a bronze rod 2m long and a steel rod Im long. A load of 50 kN is applied at the free end. Find the stresses developed in each rod. The areas and moduli of elasticity are given below. Steel 600 Bronze 300 Area(mm') E(GPa) 200 83 Bronze 2m Steel Im to 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 rigid bar of negligible mass is hinged at one end, Fig.1, and supported by
a bronze rod 2m long and a steel rod 1m long. A load of 50 kN is applied at the free
end. Find the stresses developed in each rod. The areas and moduli of elasticity are
given below.
Steel
600
Bronze
300
Area(mm?)
E(GPa)
200
83
Bronze 2m
Steel 1m
to
0.6m
1.0m
0.8m
50 kN
Transcribed Image Text:A horizontal rigid bar of negligible mass is hinged at one end, Fig.1, and supported by a bronze rod 2m long and a steel rod 1m long. A load of 50 kN is applied at the free end. Find the stresses developed in each rod. The areas and moduli of elasticity are given below. Steel 600 Bronze 300 Area(mm?) E(GPa) 200 83 Bronze 2m Steel 1m to 0.6m 1.0m 0.8m 50 kN
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