Description
| Material | Modulus of elasticity |  |
|
|---|---|---|---|
| Geometry | Cross-section | Moment of inertia |  |
| Boundary conditions | Points A & C | Simply supported | |
| Point B |  |
||
| Loads | In points D |  |
|
Results
Deformation 
in Diamonds
| Point | Which result | Independent reference | Diamonds | Difference |
|---|---|---|---|---|
| B | Bending moment  |
63,0kNm | 63,0kNm | 0% |
| B | Deformation |
-10mm | -10mm | 0% |
| B | Vertical reaction  |
21kN | 21kN | 0% |
References
- Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 03: poutre élancée sur 3 appuis.
- Tested in Diamonds 2024r01.
