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FEA Cantilever Beam Simulator
Structural Rendering & Mesh
FEA Matrix & Node Table
✅ Design is Safe
FOS = 8.33
Max Deflection: 2.00 mmYield Strength (Sy): 250.0 MPaMax Von Mises Stress: 30.0 MPa
Local Stiffness Matrix Formulation
[Klocal] = (EI / Le3) *
126Le-126Le6Le4Le2-6Le2Le2-12-6Le12-6Le6Le2Le2-6Le4Le2
The global stiffness matrix [Kglobal] is assembled by superimposing 5 local element matrices. It will be a 12x12 matrix.
Node-wise Results Table
| Node ID | Position x (m) | Deflection y (mm) | Bending Moment (N·m) | Von Mises Stress (MPa) |
|---|---|---|---|---|
| 0 (Wall) | 0.000 | 0.0000 | 20000.0 | 30.00 |
| 1 | 0.400 | 0.1120 | 16000.0 | 24.00 |
| 2 | 0.800 | 0.4160 | 12000.0 | 18.00 |
| 3 | 1.200 | 0.8640 | 8000.0 | 12.00 |
| 4 | 1.600 | 1.4080 | 4000.0 | 6.00 |
| 5 (Tip) | 2.000 | 2.0000 | 0.0 | 0.00 |