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Step 4's cantilever with two stress planes already placed: P1 at the fixed end and P2 at midspan. A plane meshes the real cross-section, root fillets included, and solves the stress field under the same member forces, so it can be compared with the beam-theory stresses the member stress view paints.
| member | N extreme (kN) | |V|max (kN) | |M|max (kN·m) | |
|---|---|---|---|---|
| beam | 0.00 | 10.00 | 20.00 |
| node | ux (mm) | uy (mm) | rz (mrad) |
|---|---|---|---|
| fix | 0.00 | 0.00 | 0.000 |
| tip | 0.00 | -2.88 | -2.160 |
| node | Rx (kN) | Ry (kN) | Mz (kN·m) |
|---|---|---|---|
| fix | 0.00 | 10.00 | 20.00 |
| plane | member | x (m) | |
|---|---|---|---|
| P1 | beam | 0.000 | View |
| P2 | beam | 1.000 | View |
✔ Global equilibrium satisfied · force error 7.3e-14% · moment error 5.5e-14%
Engine 0.1.0+3321a326faba · 11:54:34 UTC · educational tool - verify results independently
Tip load (10 kN)solved
applied loads
deformed shape ×1
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