6. A long tube is subjected to a torque of 200 Nm. The tube has the double-cell, thin walled, effective cross-section illustrated in following figure. Assuming that no buckling occurs and that the twist per unit length of the tube is constant, determine the maximum shear stresses in each wall of the tube.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
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Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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6. A long tube is subjected to a torque of 200 Nm. The tube has the double-cell, thin walled,
effective cross-section illustrated in following figure. Assuming that no buckling occurs and that
the twist per unit length of the tube is constant, determine the maximum shear stresses in each
wall of the tube.
5mm
3mm
4mm
120 mm
5 mm
t smm
| 3mm
150 mm-
100 mm
Transcribed Image Text:6. A long tube is subjected to a torque of 200 Nm. The tube has the double-cell, thin walled, effective cross-section illustrated in following figure. Assuming that no buckling occurs and that the twist per unit length of the tube is constant, determine the maximum shear stresses in each wall of the tube. 5mm 3mm 4mm 120 mm 5 mm t smm | 3mm 150 mm- 100 mm
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