An aluminum right-circular cylinder surrounds a steel cylinder as shown. The axial compressive load of 200 kN is applied through the rigid cover plate shown. If the aluminum cylinder is originally 0.25 mm longer than the steel before any load is applied, find the normal stress in each when the temperature has dropped 20 K and the entire load is acting. For steel take E = 200 GPa, a = 12 x 10-6/°C, and for aluminum assume E = 70 GPa, a = 25 x 10-0/°C. %3D 一 200 kN 600 mm -90 mm 100 mm 150 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter1: Introduction
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Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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An aluminum right-circular cylinder surrounds a steel cylinder as shown. The axial compressive load of
200 kN is applied through the rigid cover plate shown. If the aluminum cylinder is originally 0.25 mm
longer than the steel before any load is applied, find the normal stress in each when the temperature
has dropped 20 K and the entire load is acting. For steel take E = 200 GPa, a = 12 x 10-6/°C, and for
aluminum assume E = 70 GPa, a = 25 × 10-6/°C.
%3D
200 kN
600 mm
- 90 mm-
100 mm
150 mm
Transcribed Image Text:An aluminum right-circular cylinder surrounds a steel cylinder as shown. The axial compressive load of 200 kN is applied through the rigid cover plate shown. If the aluminum cylinder is originally 0.25 mm longer than the steel before any load is applied, find the normal stress in each when the temperature has dropped 20 K and the entire load is acting. For steel take E = 200 GPa, a = 12 x 10-6/°C, and for aluminum assume E = 70 GPa, a = 25 × 10-6/°C. %3D 200 kN 600 mm - 90 mm- 100 mm 150 mm
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