ETABS MCP Server
Click on "Install Server".
Wait a few minutes for the server to deploy. Once ready, it will show a "Started" state.
In the chat, type
@followed by the MCP server name and your instructions, e.g., "@ETABS MCP ServerCreate a new steel frame model with 3 stories"
That's it! The server will respond to your query, and you can continue using it as needed.
Here is a step-by-step guide with screenshots.
ETABS MCP Server
A Model Context Protocol (MCP) server that connects Large Language Models (LLMs) to CSI ETABS, a premier structural engineering software.
This server enables AI assistants (like Claude, Cursor, etc.) to:
Create, open, and save ETABS models
Define materials, sections, and structural geometry
Apply loads and assign properties
Run structural analysis and design checks
Extract analysis results and design summaries
Query and modify ETABS database tables
It uses the comtypes library in Python to interact directly with the ETABSv1 COM API, providing a seamless bridge between modern AI and legacy Windows COM applications.
Prerequisites
Windows OS (required for COM integration —
comtypesdoes not work on macOS/Linux)CSI ETABS installed and licensed (v19, v20, v21, or v22)
Python 3.10+
uv (recommended) or pip
Related MCP server: Civil3D MCP Server
Repository Layout
mdvaleed7/
├── pyproject.toml # build config & entry point
├── README.md
├── etabs_mcp_config.json # runtime config (units, auto-connect, …)
├── src/
│ └── etabs_mcp/
│ ├── __init__.py
│ ├── server.py # FastMCP entry point (run via `etabs-mcp`)
│ ├── etabs_connection.py # COM singleton manager
│ ├── helpers.py # shared utils, units, response formatting
│ └── tools/
│ ├── __init__.py
│ ├── analysis.py
│ ├── assignments.py
│ ├── database_tables.py
│ ├── design.py
│ ├── generic_api.py
│ ├── loads.py
│ ├── model_control.py
│ ├── model_geometry.py
│ ├── properties.py
│ ├── results.py
│ ├── selection.py
│ └── stories_grids.py
└── (auxiliary research scripts: extract_chm.* / parse_hhc.py / debug_chm.py)Installation
Clone the repo and install the package in editable mode:
git clone https://github.com/mdvaleed7/mdvaleed7.git cd mdvaleed7 pip install -e .Or with
uv:uv pip install -e .Verify the entry point is registered:
etabs-mcp --help(The server itself only starts speaking MCP over stdio, so don't expect pretty output — just confirm the command exists.)
Configuration for MCP Clients
Claude Desktop
Add this to your claude_desktop_config.json (usually at
%APPDATA%\Claude\claude_desktop_config.json on Windows):
{
"mcpServers": {
"etabs": {
"command": "etabs-mcp",
"args": []
}
}
}If etabs-mcp is not on your PATH, use the full path to the script, e.g.:
{
"mcpServers": {
"etabs": {
"command": "python",
"args": ["-m", "etabs_mcp.server"]
}
}
}Make sure you run this Python from the same virtual environment where you installed the package.
Cursor
In Cursor settings → Features → MCP, add a new server:
Type:
commandName:
ETABSCommand:
etabs-mcp(or the full path to your venv's script)
Claude Code / other stdio MCP clients
claude mcp add etabs -- etabs-mcpTool Categories
The server exposes 69 tools grouped by domain:
Category | Tools | Key functions |
Model Control | 6 |
|
Geometry | 7 |
|
Stories & Grids | 4 | story/grid definition and retrieval |
Properties | 7 | materials, frame sections (I, tube, concrete), area sections, rebar |
Assignments | 6 | frame section, releases, area section, diaphragm, pier/spandrel labels |
Stiffness Modifiers | 3 | ACI 318-19 + IS 456:2000 cracked-section presets for beams/columns/walls/slabs |
Loads | 7 | patterns, cases (Linear/Modal/RSA/Nonlinear), combinations, point/frame/area loads |
Analysis | 4 | run solver, case status, active DOF, delete results |
Results | 5 | displacements, frame forces, reactions, base reactions |
🆕 Seismic | 7 | IS 1893:2016 modal + RSA + drift check (see below) |
Design | 4 | steel & concrete design, code setting, summary results |
Database Tables | 4 | full interactive access to ETABS tables |
Selection | 4 | select objects, groups, named selections |
Generic API | 1 |
|
🆕 Seismic Module — IS 1893:2016 / ASCE 7 / EC8
The new seismic.py module adds 7 tools for complete response spectrum workflow:
Tool | Purpose |
| Eigenvector/Ritz case; max modes, shift value |
| RSA case — CQC/SRSS, eccentricity, scale factors |
| Periods, frequencies, mass participation; auto-checks IS 1893 Cl. 7.7.5a 90% mass rule |
| Inter-storey drift ratios with IS 1893 Cl. 7.11.1 h/250 check |
| Storey shear and overturning moments per floor |
| Computes ETABS scale factor from Zone/I/R/soil; step-by-step workflow guide |
| Full X+Y direction drift compliance report with PASS/FAIL per storey |
IS 1893:2016 RSA workflow (6 steps):
1. etabs_set_is1893_seismic_params(zone="III", I=1.2, R=5.0) → get scale factor
2. Define IS 1893 spectrum function in ETABS (manually or via etabs_call_api)
3. etabs_define_modal_case("MODAL", max_modes=36)
4. etabs_run_analysis()
5. etabs_get_modal_results("MODAL") → verify ≥ 90% mass (Cl. 7.7.5a)
6. etabs_define_response_spectrum("EQX", scale_x=SF) + "EQY"
7. etabs_check_is1893_drift("EQX", "EQY") → PASS/FAIL reportStiffness Modifiers (ACI 318 presets)
The server ships with baked-in ACI 318-19 Table 6.6.3.1.1(a) cracked-section factors, so an LLM can apply them to a whole model in one tool call.
One-shot for all four categories — call etabs_apply_aci_stiffness_modifiers
with either explicit names or named ETABS groups per category:
// Apply ACI defaults to all members via groups
{
"beam_group": "BEAMS",
"column_group": "COLUMNS",
"wall_group": "WALLS",
"slab_group": "SLABS"
}Defaults applied:
Category | Preset | Modifiers |
Beams |
| I = 0.35 Ig, torsion = 0.20 |
Columns |
| I = 0.70 Ig, A = 0.70 Ag |
Walls |
| I = 0.70 Ig, A = 0.70 Ag (uncracked) |
Slabs |
| I = 0.25 Ig |
Granular tools for finer control:
etabs_assign_frame_stiffness_modifiers— apply to specific frames with any of the presetsaci_beam,aci_beam_conservative,aci_column,aci_column_conservative,aci_spandrel,aisc_beam— or pass individualarea / m2 / m3 / torsion / mass / weightvalues to override.etabs_assign_area_stiffness_modifiers— apply to specific areas with any of the presetsaci_wall,aci_wall_cracked,aci_slab,aci_slab_joist,aci_drop_panel,steel_deck— or override individualf11 / f22 / f12 / m11 / m22 / m12 / v13 / v23values.
Note on modifier ordering. Frame modifiers are passed to ETABS as
[Area, M2, M3, Torsion, M2_weight, M3_weight, Mass, Weight]and area modifiers as[F11, F22, F12, M11, M22, M12, V13, V23]. The Python tool exposes them as named parameters so you never transpose them by accident. If your ETABS version uses a different ordering, useetabs_call_apiwithinterface_path="FrameObj"andmethod_name="SetModifiers"to pass the raw array directly.
Architecture
This uses the FastMCP framework.
Communication with the LLM happens over stdio while communication with
ETABS happens via Windows COM (using comtypes).
The server attempts to automatically attach to a running instance of ETABS
when started. If it cannot, the LLM can trigger etabs_new_model to launch a
fresh instance in the background.
Troubleshooting
Symptom | Fix |
| Run |
| This is expected — the server only runs on Windows. |
ETABS won't auto-attach | Start ETABS manually, then call |
| Set |
License
MIT
Maintenance
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