Beam equations: Difference between revisions
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== Internal Forces == | |||
<tex> | |||
\frac{dV}{dx} = - w(x) | |||
</tex> | |||
<tex> | |||
\frac{dM}{dx} = V | |||
</tex> | |||
== Elastic Curve == | |||
{{Traditional Analysis Methods}} | {{Traditional Analysis Methods}} | ||
Revision as of 06:02, 20 March 2009
Internal Forces
<tex> \frac{dV}{dx} = - w(x) </tex>
<tex>
\frac{dM}{dx} = V
</tex>
Elastic Curve
| Home > Topics > Traditional Analysis Methods e | |
| Fundamentals | Traditional analysis methods · Section properties · Mohr's Circle · Interaction diagram |
| Theory | Elasticity equations |
| Forces and Stresses | Torsion · Flexure · Shear · Principal stress |
| Basic Statics | Beam equations · Moment area method · Vereschagin's rule · Stiffness matrix · Fixed end moments · Determinate statics · Indeterminate statics · Maxwell's theorem of reciprocal displacements · Betti's law |
| Influence lines · Muller-Breslau principle | |
| Basic Dynamics | Damping · Mass matrix · Damping matrix |
| Energy Methods | External work and strain energy · Principle of work and energy · Virtual work method · Unit load method · Castigliano's Theorem |
| Approximate Methods | Moment distribution method |
| Graphical | Cremona Diagram |
| See Also | Computational analysis methods |
| Related Categories | Traditional Analysis Methods |