| 1. | There are no internal forces at the neutral axis of the beam.
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| 2. | :For any cylinder, the neutral axis is at the centre.
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| 3. | All four of these leave the neutral axis alone.
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| 4. | Comparatively little material is needed in the area close to the neutral axis.
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| 5. | Note that the neutral axis does not change in length when under bending.
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| 6. | The plastic section modulus depends on the location of the plastic neutral axis ( PNA ).
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| 7. | A beam under bending sees high stresses along the axial fibers that are farthest from the neutral axis.
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| 8. | Simple bending behavior in homogenous beams suggests ? increases with distance from the neutral axis ( z ).
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| 9. | Without armature reaction, the magnetic neutral axis ( MNA ) would coincide with geometrical neutral axis ( GNA ).
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| 10. | Without armature reaction, the magnetic neutral axis ( MNA ) would coincide with geometrical neutral axis ( GNA ).
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