made of steel with elasti d with the help of free be

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.8.10P: A bumping post at the end of a track in a railway yard has a spring constant k = 8.0 MN/m (see...
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Derive the expression of Castigliano's 2nd theorem for linear displacement and slope.
The bolt in Figure Q6 has a diameter of 10 mm and the link AB has a rectangular
cross section that is 12 mm wide by 7 mm thick. The bolt is tightened so that it has a
tension of 500N. Both members are made of steel with elastic modulus of 200 GPa.
By neglecting the hole in the link and with the help of free body diagram, determine
the strain energy.
i)
In the bolt due to axial force.
ii)
In the link due to bending
60mm
30mm
50mm
B
7mm
Figure Q6
Bolt
Transcribed Image Text:Derive the expression of Castigliano's 2nd theorem for linear displacement and slope. The bolt in Figure Q6 has a diameter of 10 mm and the link AB has a rectangular cross section that is 12 mm wide by 7 mm thick. The bolt is tightened so that it has a tension of 500N. Both members are made of steel with elastic modulus of 200 GPa. By neglecting the hole in the link and with the help of free body diagram, determine the strain energy. i) In the bolt due to axial force. ii) In the link due to bending 60mm 30mm 50mm B 7mm Figure Q6 Bolt
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