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About Buckling and Eccentric Load
The document discusses buckling of columns due to eccentric loading. It derives the secant formula for determining the maximum deflection and stress in a column subjected to an eccentric load P and moment MA. The derivation shows that the critical load is the same as for centric loading based on the Euler buckling formula. It provides equations for calculating the maximum deflection, stress, and notes regarding applying a factor of safety.
Detailed Information
| Author: | ['Leonardo Aji Nugraha'] |
|---|---|
| Publication Year: | 2014 |
| Pages: | 27 |
| Language: | English |
| Format: | |
| Price: | FREE |
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