The principal stresses and absolute maximum shear stress. The normal and shear stresses acting on planes parallel and perpendicular to the weld; show these stresses on a properly oriented stress element. The circumferential (hoop) and longitudinal strains.
The principal stresses and absolute maximum shear stress. The normal and shear stresses acting on planes parallel and perpendicular to the weld; show these stresses on a properly oriented stress element. The circumferential (hoop) and longitudinal strains.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:A pressurized tank is constructed with a helical weld that makes an angle a = 55° with the
longitudinal axis. The tank has inner radius r = 0.6 m, wall thickness t = 18 mm, and
internal pressure p = 1.2 MPa. The pressurized tank is also subjected to the compressive
force of 500 kN shown in the figure. The tank has modulus of elasticity E = 200 GPa and
Poisson's ratio v = 0.25. For a point II on the tank surface, determine the following
quantities (40' in total):
(a) The principal stresses and absolute maximum shear stress.
(b) The normal and shear stresses acting on planes parallel and perpendicular to the weld;
show these stresses on a properly oriented stress element.
(c) The circumferential (hoop) and longitudinal strains.
(d) The absolute maximum shear strain.
Hint: the cross-section area of the tank can be calculated as 2nrt.
Helical weld
a
500 kN
H
500 kN
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