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1) A member subjected to both bending moment and direct load is under combined direct and bending stresses. An eccentric load is equivalent to an axial load and bending moment. 2) For a rectangular section, the load should fall within the middle third of the section to avoid reverse stresses. The safe zone for a hollow rectangular section is defined by a rhombus. 3) For a circular section, the load must fall within the middle fourth to avoid tension. Similarly for a hollow circular section, the safe zon

Author

Jesse

Language

EN