How do we combine bending stress on thick walled cylinder from external point load or moment to other longitudinal, radial and hoop stresses which are from pressurized thick walled cylinder. Since bending stress and longitudinal stresses are in the same direction, I can add those, but what about bending and hoop stress or if hoop stresses significantly higher than bending stress, can i just say cylinder is critical for hoop stress and write margin against that.
Cylinder is both loaded internally by pressure and external load.
thanks
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