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Beam supporting timber rood purlins. Beam is joined at the location of zero moment with a full splice connection. The beam bears onto padstones at the exterior and internal walls. The beam is further supported by a UC section column at the internal wall due to the walls slenderness. This model makes use of non-structural reference geometry imported from Blender.
| member | N extreme (kN) | |Vy| (kN) | |Vz| (kN) | |My| (kN·m) | |Mz| (kN·m) | |T| (kN·m) | |
|---|---|---|---|---|---|---|---|
| e2 | 0.00 | 1.56 | 0.00 | 0.00 | 1.93 | 0.00 | |
| e3 | -5.28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | C |
| e5 | 0.00 | 1.49 | 0.00 | 0.00 | 1.72 | 0.00 | |
| e6 | 0.00 | 2.07 | 0.00 | 0.00 | 1.93 | 0.00 |
| node | ux (mm) | uy (mm) | uz (mm) | rx (mrad) | ry (mrad) | rz (mrad) |
|---|---|---|---|---|---|---|
| n2 | 0.00 | 0.00 | -0.01 | 0.000 | -0.100 | 0.000 |
| n3 | 0.00 | 0.00 | 0.00 | 0.000 | 0.008 | 0.000 |
| n4 | 0.00 | 0.00 | 0.00 | 0.000 | 0.000 | 0.000 |
| n7 | 0.00 | 0.00 | 0.00 | 0.000 | 0.253 | 0.000 |
| n8 | 0.00 | 0.00 | -0.16 | 0.000 | -0.177 | 0.000 |
| node | Rx (kN) | Ry (kN) | Rz (kN) | Mx (kN·m) | My (kN·m) | Mz (kN·m) |
|---|---|---|---|---|---|---|
| n7 | 0.00 | 0.00 | 1.42 | 0.00 | 0.00 | 0.00 |
| n3 | 0.00 | 0.00 | 0.41 | 0.00 | 0.00 | 0.00 |
| n4 | 0.00 | 0.00 | 5.28 | 0.00 | 0.00 | 0.00 |
✔ Global equilibrium satisfied · force error 2.6e-14% · moment error 3.6e-14%
Engine 0.1.0+eda5acf129ba · 16:15:42 UTC · educational tool - verify results independently