roblem 2: A steel hoop, 10 mm thick and 80 mm wide, with inside diameter 1500.0 mm, is heated and shrunk onto a steel cylinder 1500.5 mm in diameter. What is the nor- mal force in the hoop after it has cooled? Neglect the deformation of the cylinder, and use E == 200 GPa for steel.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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roblem 2: A steel hoop, 10 mm thick and 80 mm wide, with inside diameter 1500.0 mm,
is heated and shrunk onto a steel cylinder 1500.5 mm in diameter. What is the nor-
mal force in the hoop after it has cooled? Neglect the deformation of the cylinder,
and use E == 200 GPa for steel.
roblem 3: The timber member has a cross-sectional area of 1750 mm² and its modulus
of elasticity is 12 GPa. Compute the change in the total length of the member after
the loads shown are applied.
40 kN
35 kN
20 kN
D•
A
Transcribed Image Text:roblem 2: A steel hoop, 10 mm thick and 80 mm wide, with inside diameter 1500.0 mm, is heated and shrunk onto a steel cylinder 1500.5 mm in diameter. What is the nor- mal force in the hoop after it has cooled? Neglect the deformation of the cylinder, and use E == 200 GPa for steel. roblem 3: The timber member has a cross-sectional area of 1750 mm² and its modulus of elasticity is 12 GPa. Compute the change in the total length of the member after the loads shown are applied. 40 kN 35 kN 20 kN D• A
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