P= 28 kip-Rigid plateT= 550 kip-ftPlane of weldFigure P6-89 6-89 A thin-walled cylindrical pressure vessel with an inside di-ameter of 4 ft is fabricated by butt-welding 0.6-in.-thick platewith a spiral seam as shown in Fig. P6-89. The pressure in thetank is 360 psi. Additional loads are applied to the cylinderthrough a rigid end plate as shown in Fig. P6-89. Determinea. The normal and shearing stresses on the plane of the weldat a point on the outside surface of the tank.b. The principal stresses and the maximum shearing stress ata point on the inside surface of the tank.

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P= 28 kip -Rigid plate T= 550 kip-ft Plane of weld Figure P6-89

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.3.1P: A fire extinguisher tank is designed for an internal pressure of 825 psi. The tank has an outer...

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Question

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P= 28 kip
-Rigid plate
T= 550 kip-ft
Plane of weld
Figure P6-89

6-89 A thin-walled cylindrical pressure vessel with an inside di-
ameter of 4 ft is fabricated by butt-welding 0.6-in.-thick plate
with a spiral seam as shown in Fig. P6-89. The pressure in the
tank is 360 psi. Additional loads are applied to the cylinder
through a rigid end plate as shown in Fig. P6-89. Determine
a. The normal and shearing stresses on the plane of the weld
at a point on the outside surface of the tank.
b. The principal stresses and the maximum shearing stress at
a point on the inside surface of the tank.

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