11.2 DIRECT AND BENDING STRESSES
Let a rectangular column subjected to a compressive force p acting along the axis of the column (Figure 11.1(a)) be considered. This force will cause a direct stress whose intensity will be distributed uniformly across the cross section of the column. That is
where po = the intensity of direct stress
A = area of cross section
Fig. 11.1 Columns under different loading conditions.
Let a similar column be subjected to a compressive force P whose line of action is at a distance e from the axis ...
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