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Two 6 m spans of a UB 356 x 171 x 51 over a middle support: 20 kN/m of dead load on both spans and 15 kN/m of imposed load on each span as a case of its own, so the pattern that governs can be found. Three ULS combinations under an envelope, an SLS one, and the derived self-weight case. Steps 4 and 5 of the Beams and frames pathway.
| member | N extreme (kN) | |V|max (kN) | |M|max (kN·m) | |
|---|---|---|---|---|
| e1 | 0.00 | 75.00 | 90.00 | |
| e2 | 0.00 | 75.00 | 90.00 |
| member @ x | N (kN) | V (kN) | M (kN·m) | δy (mm) |
|---|---|---|---|---|
| e1 @ 2.25 m | 0.00 | 0.00 | 50.63 | -4.68 |
| e1 @ 3 m | 0.00 | -15.00 | 45.00 | -4.56 |
| e2 @ 3 m | 0.00 | 15.00 | 45.00 | -4.56 |
| e2 @ 3.75 m | 0.00 | 0.00 | 50.62 | -4.68 |
| node | ux (mm) | uy (mm) | rz (mrad) |
|---|---|---|---|
| n1 | 0.00 | 0.00 | -3.040 |
| n2 | 0.00 | 0.00 | 0.000 |
| n3 | 0.00 | 0.00 | 3.040 |
| node | Rx (kN) | Ry (kN) | Mz (kN·m) |
|---|---|---|---|
| n1 | 0.00 | 45.00 | 0.00 |
| n2 | 0.00 | 150.00 | 0.00 |
| n3 | 0.00 | 45.00 | 0.00 |
✔ Global equilibrium satisfied · force error 0.0e+0% · moment error 9.7e-14%
Engine 0.1.0+1a69bbcea7c0 · 10:11:25 UTC · educational tool - verify results independently
Deadsolved
applied loads
deformed shape ×1
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