PROBLEM 05. A stepped shaft has the appearance shown in fig. The region AB is Al2014-T6 alloy, having G=28GN/m², and the region BC is steel, having G=84 GN/m2. The aluminum portion is of solid circular cross-section 50mm in diameter, and the steel region is circular of 65mm outside diameter and 35- mm inside diameter. Determine the peak shearing stress in each material as well as the angle of twist at B where a torsional load of 3500N.m is applied. Ends A and C are rigidly clamped. A 50.dmm 65.0mm 30.0mm 1.40m 2.20m 3500N.m TL >» TR 1.40m 2.20m-

Structural Analysis
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Chapter2: Loads On Structures
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PROBLEM 05. A stepped shaft has the appearance shown in fig. The region AB
is Al2014-T6 alloy, having G=28GN/m², and the region BC is steel, having
G=84 GN/m². The aluminum portion is of solid circular cross-section 50mm in
diameter, and the steel region is circular of 65mm outside diameter and 35-
mm inside diameter. Determine the peak shearing stress in each material as
well as the angle of twist at B where a torsional load of 3500N.m is
applied. Ends A and C are rigidly clamped.
A
50.dmm
65.0mm
30.0mm
1.40m
2.20m
3500N.m
TL
>> TR
1.40m
2.20m
Two-headed vector FBD
Transcribed Image Text:PROBLEM 05. A stepped shaft has the appearance shown in fig. The region AB is Al2014-T6 alloy, having G=28GN/m², and the region BC is steel, having G=84 GN/m². The aluminum portion is of solid circular cross-section 50mm in diameter, and the steel region is circular of 65mm outside diameter and 35- mm inside diameter. Determine the peak shearing stress in each material as well as the angle of twist at B where a torsional load of 3500N.m is applied. Ends A and C are rigidly clamped. A 50.dmm 65.0mm 30.0mm 1.40m 2.20m 3500N.m TL >> TR 1.40m 2.20m Two-headed vector FBD
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