5-104* Acylindrical pressure vessel is fabricated by butt-welding 20-mm-thick steel (E=200 GPa and G=76 GPa) plate with a spiral seam, as shown in Fig. P5-104. The pressure in the tank is 2800 kPa. Determine %3D a. The stresses parallel and perpendicular to the weld. b. The axial and hoop strains. c. The maximum shearing stress at a point on the outside sur- face of the vessel. d. The maximum shearing stress at a point on the inside surface of the vessel. Rigid plate Plane of weld 4 13 1200 mm I.D.
5-104* Acylindrical pressure vessel is fabricated by butt-welding 20-mm-thick steel (E=200 GPa and G=76 GPa) plate with a spiral seam, as shown in Fig. P5-104. The pressure in the tank is 2800 kPa. Determine %3D a. The stresses parallel and perpendicular to the weld. b. The axial and hoop strains. c. The maximum shearing stress at a point on the outside sur- face of the vessel. d. The maximum shearing stress at a point on the inside surface of the vessel. Rigid plate Plane of weld 4 13 1200 mm I.D.
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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![5-104* A cylindrical pressure vessel is fabricated by butt-welding
20-mm-thick steel (E =200 GPa and G=76 GPa) plate with a
spiral seam, as shown in Fig. P5-104. The pressure in the tank
is 2800 kPa. Determine
||
a. The stresses parallel and perpendicular to the weld.
b. The axial and hoop strains.
c. The maximum shearing stress at a point on the outside sur-
face of the vessel.
d. The maximum shearing stress at a point on the inside surface
of the vessel.
- Rigid plate
Plane of weld
1200 mm I.D.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdfe80350-6fa1-469d-aae2-95b4dd3aa499%2F724e090a-a44a-43f4-9783-9ac7df3c318e%2Fivuyfo5_processed.png&w=3840&q=75)
Transcribed Image Text:5-104* A cylindrical pressure vessel is fabricated by butt-welding
20-mm-thick steel (E =200 GPa and G=76 GPa) plate with a
spiral seam, as shown in Fig. P5-104. The pressure in the tank
is 2800 kPa. Determine
||
a. The stresses parallel and perpendicular to the weld.
b. The axial and hoop strains.
c. The maximum shearing stress at a point on the outside sur-
face of the vessel.
d. The maximum shearing stress at a point on the inside surface
of the vessel.
- Rigid plate
Plane of weld
1200 mm I.D.
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