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13.1 Introduction
13.2 Combine Direct and Bending Stresses
13.2.1 Maximum Eccentricity for “No Tension”
13.3 Core or Kernel of a Section
13.3.1 Core of a Solid Circular Cross-Section
13.3.2 Core of a Hollow Circular Cross-Section
13.3.3 Core of a Rectangular Cross-Section
13.4 Concept of Eccentrically Loaded Columns
13.4.1 Lateral Deflection of an Eccentrically Loaded Column
13.4.2 Stresses in Eccentrically Loaded Column
• Summary
• Exercise
| Publisher | |
|---|---|
| Language | English |
| University |
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