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As is well-known the neutral axis of a high curvature rod under bending does not coincide with the cross-section centroid and is slightly displaced towards the curvature center of the rod's axial line. If the rod is not only bent but is also tensed, then the resultant stress diagram neutral axis may be displaced, generally speaking, at any value depending on the magnitude of tensile or compressive load. What distance x from the curvature center O should the load P be applied to the high curvatur
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