.For the pressure cylinder shown in fig. 6. determine the radial and tangential stresses for different values of r (60, 70, 80, 90, 100). The internal pressure is 6 bar and no external pressure. The inner and outer diameters of the cylinder are 120 and 200 mm. P.ri - Pors - r13(P. - P)/r2 P.r - Pors + rr3(P. - P.)/r
.For the pressure cylinder shown in fig. 6. determine the radial and tangential stresses for different values of r (60, 70, 80, 90, 100). The internal pressure is 6 bar and no external pressure. The inner and outer diameters of the cylinder are 120 and 200 mm. P.ri - Pors - r13(P. - P)/r2 P.r - Pors + rr3(P. - P.)/r
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.33P: The plane region A is submerged in a fluid of weight density . The resultant force of the fluid...
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