Determine the bending moment M in the pinned-end column with eccentric axial loads shown in the figure. Then plot the bending-moment diagram for an axial load P= 0.3Pcr.
Note: Express the moment as a function of the distance x from the end of the column, and plot the diagram in nondimensional form with M/Pe as ordinate and x /L as abscissa.
![1832_3d7c176d-a116-4d8e-8e07-4f88c97b3327.png](https://secure.tutorsglobe.com/CMSImages/1832_3d7c176d-a116-4d8e-8e07-4f88c97b3327.png)