Description
| Material | Modulus of elasticity |  |
|
|---|---|---|---|
| Poisson’s ratio |  |
||
| Geometry | Cross-section | Thickness |  |
| Boundary conditions | Along line AB | Fixed | |
| Loads | On the entire surface |  |
|
| Mesh | Maximum element size |  |
|
| Minimum element size |  |
Results
Handcalculation
![\[\delta_y=\frac{b \cdot l^{4} \cdot p}{8 \cdot E \cdot I_z}=\frac{0.1m \cdot (1m)^4 \cdot 1.7kN/m^2}{8 \cdot E \cdot \frac{0.1m \cdot (0.005m)^3}{12}} = 97.143mm\]](https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-296285ea4a421feceb60453db2fda298_l3.png "Rendered by QuickLaTeX.com")
Deformation 
in Diamonds
| Point | Which result | Independent reference | Diamonds | Difference |
|---|---|---|---|---|
| line CD | Deformation |
-97,143mm | -95.821mm | -1,36% |
References
- Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLS 01: plaque en flexion et cisaillement dans son plan.
- Tested in Diamonds 2023r01.
