Bridge thermal actions (EN 1991-1-5 / CS 454 / BS 5400-2)
bridge_thermal_calcCalculates bridge temperature actions with the Bridge Thermal Loads plugin's own engine: shade air and effective bridge temperatures, the uniform ranges ΔT_N,con / ΔT_N,exp (and bearing ranges), the vertical temperature difference (linear Approach 1 or the non-linear code profile, as depth/temperature points), CS 454 / BS 5400 combined X − Y values, and the simultaneity combinations, each with its clause. Codes: EN 1991-1-5 + UK NA (default) or CEN, CS 454, BS 5400-2:2006 / 1978. Needs no model.
Tool call template
This tool declares no required parameters. Add optional parameters from the input schema as needed.
{
"id": 1,
"jsonrpc": "2.0",
"method": "tools/call",
"params": {
"arguments": {},
"name": "bridge_thermal_calc"
}
}Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| D | No | ||
| h | No | ||
| T0 | No | Initial (restraint) temperature, °C. Default: the code's value where it gives one. | |
| code | No | EN 1991-1-5 with the UK NA (default) or the CEN values, CS 454, BS 5400-2:2006 or the legacy BS 5400-2:1978. | EN1991-1-5_2003_UKNA |
| kind | No | Deck type: steel_box, steel_plate (truss or plate girders), composite (concrete deck on steel girders), concrete_slab, concrete_beam, concrete_box. | |
| site | No | For the uniform component (and bearing / combined cases). Tmin / Tmax are the shade air temperatures read from the code's maps by the user (the maps are not built in), °C. | |
| loads | No | Load types to generate (each gives two cases). Default: uniform and difference. | |
| method | No | Temperature difference: approach2 = non-linear profile (code profiles), approach1 = linear. Default: the code's (the CEN text leaves it to the annex — then it must be given). | |
| sections | No | Deck sections. For one section the shorthand kind / h / D may be used instead. | |
| procedure | No | Composite decks under EN: normal or simplified procedure. | normal |
| surfacing | No | ||
| modularRatio | No | Es/Ec, needed for combined cases on composite sections (LR 765 effective temperature). | |
| simultaneity | No | Report the simultaneity combinations (ω factors). | |
| trussReduction | No | Steel truss / plate girder reduction where the code gives one. | |
| elementDifferences | No |