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A 6 m simply supported beam on a UB 305 x 165 x 40 under a uniform load of 20 kN/m: the first model of the Beams and frames pathway. Its midspan moment, its reactions and its sag are the formulas everyone knows, and the solver gives them to the last digit.
| member | N extreme (kN) | |V|max (kN) | |M|max (kN·m) | |
|---|---|---|---|---|
| e1 | 0.00 | 60.00 | 90.00 |
| member @ x | N (kN) | V (kN) | M (kN·m) | δy (mm) |
|---|---|---|---|---|
| e1 @ 3 m | 0.00 | 0.00 | 90.00 | -18.91 |
| node | ux (mm) | uy (mm) | rz (mrad) |
|---|---|---|---|
| n1 | 0.00 | 0.00 | -10.084 |
| n2 | 0.00 | 0.00 | 10.084 |
| node | Rx (kN) | Ry (kN) | Mz (kN·m) |
|---|---|---|---|
| n1 | 0.00 | 60.00 | 0.00 |
| n2 | 0.00 | 60.00 | 0.00 |
✔ Global equilibrium satisfied · force error 0.0e+0% · moment error 3.2e-14%
Engine 0.1.0+1a69bbcea7c0 · 10:13:02 UTC · educational tool - verify results independently
Uniform loadsolved
applied loads
deformed shape ×1
reactions