EN 1991-1-4 §8 bridge wind loads
ec_wind_bridgeCalculates EN 1991-1-4 §8 wind actions on a bridge deck with the Eurocode Wind Loads plugin's own engine: v_b, q_p(z_e), c_sc_d, d_tot, the transverse (x), longitudinal (y) and vertical (z, at e = ±b/4) forces, and the load cases the plugin would write. Needs no model.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| co | No | Orography factor c_o (default 1). | |
| vb0 | No | Fundamental basic wind velocity v_b,0, m/s (CEN has no map). | |
| cdir | No | ||
| bridge | Yes | Deck inputs, metres. Omitted geometry is measured from the model (ec_wind_apply) — ec_wind_bridge needs b, d, L and groundToSoffit. | |
| cseason | No | ||
| spanAxis | No | X | |
| directions | No | Global load directions to write, e.g. {"Z-": false}. Default: all six (X±, Y±, Z±). | |
| zEccentric | No | ||
| cscdOverride | No | ||
| nationalAnnex | No | Built-in annex id; default CEN. | |
| terrainCategory | No | 0, I, II (default), III or IV. | |
| returnPeriodYears | No | Default 50. |