Canopy Panel under Oblique Wind Pressure
6 m horizontal canopy panel with a 4 kN/m load at 210° (downward-and-leftward wind resultant); both components contribute to reactions, and the axial force is compression — teaches arbitrary-angle distributed load resolution.
Category: distributed-load · Difficulty: Intermediate
Solution
| Support | Rx (N) | Ry (N) | Mz (N·m) |
|---|---|---|---|
| A | 20784.61 | 6000 | 0 |
| B | 0 | 6000 | 0 |
All reaction values are computed by the StatIQ structural engine, not generated text. Signs follow the solver's convention: a positive Ry acts upward, a negative Ry downward; a positive M is counter-clockwise.