Statements (14)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
engineering formula
|
| gptkbp:appliesTo |
columns
|
| gptkbp:considers |
material imperfections
slenderness ratio |
| gptkbp:countryOfOrigin |
gptkb:Switzerland
|
| gptkbp:developedBy |
19th century
|
| gptkbp:field |
structural engineering
|
| https://www.w3.org/2000/01/rdf-schema#label |
Tetmajer's formula
|
| gptkbp:namedAfter |
gptkb:Ludwig_von_Tetmajer
|
| gptkbp:relatedTo |
Euler's critical load formula
|
| gptkbp:usedBy |
civil engineers
|
| gptkbp:usedFor |
buckling calculation
|
| gptkbp:bfsParent |
gptkb:Ludwig_von_Tetmajer
|
| gptkbp:bfsLayer |
6
|