Longitudinal Stress: Consider now again the Hoop stresses figure and the vessel could be considered to have closed ends and contains a fluid under a gauge pressure p. Then the walls of the cylinder will have a longitudinal stress as well as a circumferential stress.
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Total force on the end of the cylinder owing to internal pressure
= pressure x area
Area of metal resisting this force = pd.t. (approximately)
because pd is the circumference and this is multiplied by the wall thickness
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