Determine the bending moment m in the pinned-end column

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Reference no: EM131065126

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.

Reference no: EM131065126

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