A 6-in long bronze tube, with closed ends, is 3 in. in diameter with a wall thickness of 0.10 in. With no internal pressure, the tube just fits between two rigid end walls. Calculate the longitudinal and tangential stresses for an internal pressure of 6000 psi. Assume v = 1/3 and E 12 x 10° psi.
A 6-in long bronze tube, with closed ends, is 3 in. in diameter with a wall thickness of 0.10 in. With no internal pressure, the tube just fits between two rigid end walls. Calculate the longitudinal and tangential stresses for an internal pressure of 6000 psi. Assume v = 1/3 and E 12 x 10° psi.
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Transcribed Image Text:5. A 6-in long bronze tube, with closed ends, is 3 in. in diameter with a wall thickness
of 0.10 in. With no internal pressure, the tube just fits between two rigid end walls.
Calculate the longitudinal and tangential stresses for an internal pressure of 6000
psi. Assume v = 1/3 and E = 12 x 10° psi.
6. A steel rectangular block 1.5 in. wide, 3/4 in. deep and 5 in. long is subjected to an
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