Description
Material | Modulus of elasticity | ![]() |
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---|---|---|---|---|
Geometry | Cross-section | Moment of inertia | ![]() |
|
Boundary conditions | Point A, B | Fixed | ||
Loads | In point E | ![]() |
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In point D | ![]() |
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In point E | ![]() |
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In point D | ![]() |
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On the entire beam | ![]() |
Results
Deformation in Diamonds
Point | Which result | Independent reference | Diamonds | Difference |
---|---|---|---|---|
A | Horizontal reaction ![]() |
-24,0kN | -24,0kN | 0,00% |
G | Shear force ![]() |
-0,54kN | -0,54kN | 0,00% |
G | Bending moment ![]() |
2,8kNm | 2,8kNm | 0,00% |
G | Deformation ![]() |
49mm | 49,02mm | 0,04% |
References
- Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 01: poutre élancée sur 2 appuis encastrés.
- Tested in Diamonds 2023r01.