Mechanics of deformable solids Thin bodies and structures Concept
Euler–Bernoulli beam equation
Summary
The Euler–Bernoulli beam equation gives the deflection of a slender elastic beam under a transverse load . It is the simplest and most used beam theory, and it assumes that cross-sections stay plane and perpendicular to the bent axis. The bending stiffness is the product of Young's modulus and the second moment of area of the cross-section. It underlies the design of beams, shafts and frames, and its dynamic form describes the vibrations of rods.
Where this leads
8 pages build on this one.
Further reading
About this page
| Tag | 13FGKM7NQ0 |
|---|---|
| URI | m2://13FGKM7NQ0 |
| Kind | concept |
| Writing | W0 stub |
| MSC | 74K10, 74B05, 34B60 |
| Specializes | Beam theory |
| Same as | |
| Changed | 3 November 2026 |
Markdown · JSON · Edit on GitHub
What this page needs for W1
- an inventory row: the row of the inventory that the node accounts for (0 of 1)
- a source with a locator (0 of 1)
The writing levels say how complete the text of a page is. They do not measure its truth.
What links here
Used by
- Macaulay's method
- Perry–Robertson formula
- Euler's critical load
- Conjugate beam method
- Flexure of the lithosphere
- Three-moment equation