Description
Material | Modulus of elasticity | ![]() |
|
---|---|---|---|
Geometry | Cross-section | Moment of inertia | ![]() |
Boundary conditions | In points A & C | ![]() |
|
Subgrade | ![]() |
||
Loads | In points A & C | ![]() |
|
In point B | ![]() |
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On the entire beam | ![]() |
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Mesh | Number of divisions | 20 |
Results
Bending moment in Diamonds
Point | Which result | Independent reference | Diamonds | Difference |
---|---|---|---|---|
A | Angular rotation ![]() |
0.003045rad | 0.003045rad | 0,00% |
A | Reaction ![]() |
11,674kN | 11.678kN | 0,03% |
B | Deformation ![]() |
-4,23326mm | -4.23273mm | -0,01% |
B | Bending moment ![]() |
33,840kNm | 33,835kNm | -0,01% |
References
- Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 16: poutre sur sol élastique, extrémités articulées
- Tested in Diamonds 2024r01.