When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or experiences severe deformation.

The resultant forces generated by the bending of the member are analyzed to locate the neutral axis. The compressive forces acting above the neutral axis and the tensile forces below it generate resultants with equal magnitude but opposite directions, forming a couple. This configuration indicates that the neutral axis divides the cross-section into two equal areas, each contributing equally to force equilibrium.

The plastic moment of the member M_p, a critical structural parameter, is derived from the relationship between the cross-sectional area, the material's yield stress, and the distance between the centroids of the areas d created by the neutral axis.

Calculating the plastic moment is essential for predicting the maximum moment the section can handle before significant plastic deformations occur. This consideration is particularly crucial for structural components in dynamically loaded areas, such as seismic zones, emphasizing how material properties and cross-sectional geometry influence a structure's capacity to withstand bending loads.