lira_design_forces
Retrieves design combinations of forces (DCF/РСУ) after analysis, listing per element, section, limit state and criterion the load cases, crane/seismic inclusion, and governing forces.
Instructions
Design combinations of forces (DCF, РСУ) after lira_run_analysis.
One row per element, design section, limit state (as in lira_combination_forces) and combination "dcf", with its criterion number, internal group (A1, B1, ...), "load_cases" that form it (LIRA's notation: "1-3,-4" = cases 1 to 3 and case 4 with the opposite sign) and "with": crane and/or seismic when included; otherwise as lira_element_forces.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| top | No | ||
| model | No | ||
| by_abs | No | ||
| sort_by | No | ||
| elements | No | ||
| envelope | No | ||
| families | No | ||
| threshold | No | ||
| components | No | ||
| export_path | No | ||
| limit_states | No |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
No arguments | |||