Difference between external redundancy and internal redundancy
| Aspect | External Redundancy | Internal Redundancy | 
| Cause | Due to excess supports beyond what is required
  for equilibrium. | This is caused by the addition of extra members in the
  structure. | 
| Location | Occurs at the supports or boundary of the structure. | Occurs within the structure's framework (pin-jointed frames). | 
| Effect | Increases safety and complicates analysis by
  making the structure statically indeterminate. | Adds internal complexity, leading to
  indeterminate internal forces. | 
| Example | A beam with more than two supports (e.g., fixed, roller). | A pin-jointed truss with more members than needed for stability. | 
| Impact on Analysis | Requires additional analysis for support
  reactions. | Requires more advanced methods to determine
  internal forces. | 

 
 
 
 
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