Template:Traditional Analysis Methods: Difference between revisions
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<td>Exact Methods</td> | <td>Exact Methods</td> | ||
<td align="left">[[Beam equations]] {{dot}} [[Moment area method]] {{dot}} [[Unit load method]] {{dot}} [[Virtual work method]] {{dot}} [[Fixed end moments]]<br />[[Determinate statics]] {{dot}} [[Indeterminate statics]]</td> | <td align="left">[[Beam equations]] {{dot}} [[Moment area method]] {{dot}} [[Vereschagin's rule]] {{dot}} [[Unit load method]] {{dot}} [[Virtual work method]] {{dot}} [[Fixed end moments]]<br />[[Determinate statics]] {{dot}} [[Indeterminate statics]]</td> | ||
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Revision as of 20:39, 7 March 2010
| Home > Topics > Traditional Analysis Methods e | |
| Overview | Traditional Analysis Methods · Mohr's Circle · Interaction diagram |
| Forces and Stresses | Torsion · Flexure · Shear · Principal stress |
| Miscellaneous | Damping · Section properties |
| Exact Methods | Beam equations · Moment area method · Vereschagin's rule · Unit load method · Virtual work method · Fixed end moments Determinate statics · Indeterminate statics |
| Approximate Methods | Moment distribution method |
| Graphical | Cremona Diagram |
| See Also | Elements of analysis and design · Computational analysis methods |
| Related Categories | Traditional Analysis Methods |