etabs_generate_building
Generate a complete regular building in ETABS with one call, including grids, stories, columns, beams, braces or shear walls, slabs, supports, diaphragm, load patterns, and design combinations.
Instructions
Build a complete regular building in one call: grids, stories, materials, sections, columns, beams, braces or shear walls (with pier labels), slabs, fixed supports, a rigid diaphragm, SDL/LL patterns with slab loads, and default design combinations. Follow with lateral loads (etabs_define_seismic_load ...), then analysis.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| live | No | Live area load in present force/length² units. | |
| units | No | kN_m_C | |
| bays_x | Yes | Bay widths along X, e.g. ['8 m', '8 m', '6 m']. | |
| bays_y | Yes | Bay widths along Y. | |
| system | No | Lateral system. Braces/walls go in the end bays of every perimeter frame line. | steel_moment |
| confirm | No | Required when the open model has objects: it is replaced. | |
| beam_size | No | Concrete beam [depth, width]. | |
| diaphragm | No | ||
| column_size | No | Concrete column [depth, width]. | |
| beam_section | No | Steel: AISC16 shape (default W18X35). | |
| brace_section | No | Steel braced: AISC16 shape (default W10X33). | |
| story_heights | Yes | Story heights bottom-up, e.g. ['4.5 m', '3.5 m', '3.5 m']. | |
| column_section | No | Steel: AISC16 shape (default W14X90). Concrete: ignored, use column_size. | |
| slab_thickness | No | 200 mm | |
| wall_thickness | No | 300 mm | |
| superimposed_dead | No | SDL area load in present force/length² units (e.g. 1.5 for kN/m²). |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
No arguments | |||