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A two-bay, two-storey frame - UC 254 x 254 x 73 columns and UB 356 x 171 x 51 beams, rigid joints, pinned bases - with X bracing of CHS 88.9 x 5.0 truss members in the second bay. 15 kN/m of dead load on the beams and 20 kN of wind at each floor. The wind goes down the braces as axial force while the beams and columns bend: both kinds of member in one model, which is step 9 of the Beams and frames pathway.
| member | N extreme (kN) | |V|max (kN) | |M|max (kN·m) | |
|---|---|---|---|---|
| col-0-0 | -83.73 | 2.69 | 10.74 | C |
| col-0-1 | -41.07 | 13.27 | 28.66 | C |
| col-1-0 | -189.94 | 0.064 | 0.26 | C |
| col-1-1 | -96.43 | 0.31 | 0.65 | C |
| col-2-0 | -81.07 | 2.64 | 10.58 | C |
| col-2-1 | -39.64 | 12.85 | 27.82 | C |
| beam-0-1 | 10.58 | 47.34 | 49.20 | T |
| beam-0-2 | -13.27 | 48.93 | 52.23 | C |
| beam-1-1 | 16.61 | 47.65 | 50.06 | T |
| beam-1-2 | -11.07 | 49.18 | 52.88 | C |
| node | ux (mm) | uy (mm) | rz (mrad) |
|---|---|---|---|
| n00 | 0.00 | 0.00 | 0.338 |
| n01 | -0.16 | -0.17 | -0.560 |
| n02 | -0.16 | -0.26 | -0.915 |
| n10 | 0.00 | 0.00 | 0.034 |
| n11 | -0.11 | -0.39 | 0.013 |
| n12 | -0.22 | -0.59 | 0.0085 |
| n20 | 0.00 | 0.00 | -0.286 |
| n21 | -0.036 | -0.17 | 0.598 |
| n22 | -0.27 | -0.25 | 0.951 |
| node | Rx (kN) | Ry (kN) | Mz (kN·m) |
|---|---|---|---|
| n00 | 2.69 | 83.73 | 0.00 |
| n10 | 3.96 | 192.54 | 0.00 |
| n20 | -6.64 | 83.73 | 0.00 |
✔ Global equilibrium satisfied · force error 9.6e-15% · moment error 2.2e-14%
Engine 0.1.0+1a69bbcea7c0 · 10:19:13 UTC · educational tool - verify results independently
Deadsolved
applied loads
deformed shape ×1
reactions