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The 6 m beam under a 50 kN point load 2 m from the left bearing and a 30 kN m moment 4 m along: the jump in the shear diagram, the step in the moment diagram, and the probe that reads both at any position. Step 2 of the Beams and frames pathway.
| member | N extreme (kN) | |V|max (kN) | |M|max (kN·m) | |
|---|---|---|---|---|
| e1 | 0.00 | 33.33 | 66.67 |
| member @ x | N (kN) | V (kN) | M (kN·m) | δy (mm) |
|---|---|---|---|---|
| e1 @ 1 m | 0.00 | 33.33 | 33.33 | -5.91 |
| e1 @ 2 m (before) | 0.00 | 33.33 | 66.67 | -9.96 |
| e1 @ 2 m (after) | 0.00 | -16.67 | 66.67 | -9.96 |
| e1 @ 3 m | 0.00 | -16.67 | 50.00 | -10.74 |
| e1 @ 5 m | 0.00 | -16.67 | 16.67 | -4.82 |
| node | ux (mm) | uy (mm) | rz (mrad) |
|---|---|---|---|
| n1 | 0.00 | 0.00 | -6.225 |
| n2 | 0.00 | 0.00 | 4.980 |
| node | Rx (kN) | Ry (kN) | Mz (kN·m) |
|---|---|---|---|
| n1 | 0.00 | 33.33 | 0.00 |
| n2 | 0.00 | 16.67 | 0.00 |
✔ Global equilibrium satisfied · force error 1.3e-12% · moment error 4.1e-13%
Engine 0.1.0+1a69bbcea7c0 · 10:12:15 UTC · educational tool - verify results independently
Point loadsolved
applied loads
deformed shape ×1
reactions