.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
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Author:Andrew Pytel And Jaan Kiusalaas
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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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.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.
Pri - Por3 - rr3(P. - P)/r2
P.r? - Pors + rir3(p.- P)/r
3 - r
Fig. 6.
Transcribed Image Text:.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. Pri - Por3 - rr3(P. - P)/r2 P.r? - Pors + rir3(p.- P)/r 3 - r Fig. 6.
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