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| Teaching Since: | May 2017 |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
A steel pipe with 200 mm outer diameter and 10 mm wall thickness is buried in the ground, and is to be lifted out. The ground pressure varies linearly from the surface to the bottom, and so the frictional resistance to sliding varies as well. Say the frictional shear stress varies from 0 at the top to 40 kPa at 12 m. Assuming the bottom does not move, how much does the upper end of the pipe displace when the upward force lifting the pipe is just enough to overcome the frictional resistance? Two gears are mounted on a steel shaft as shown. Helical gears can result in axial forces on shafts (as well as transverse forces and torques). Only the axial forces are depicted, and they have been modified to produce only axial loading of the shaft. (Take the distances to be L1 = 200 mm
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