Steel Column Design

Steel Column Design MCP Connector for Claude

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Design steel columns for compression and combined loading using AISC standards.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides structural engineering tools to design steel columns. It calculates axial capacity, evaluates combined loading (axial and bending), recommends steel sections and bracing, and validates slenderness limits. Use calculate_pure_compression_capacity for axial loads, evaluate_combined_loading for moment checks, recommend_section_and_bracing for profile selection, and validate_slenderness_limits to ensure compliance with AISC buckling standards.

aiscsteelstructuralcolumnengineering

4 tools expose this connector's capabilities to your AI agent.

calculate_pure_compression_capacity

Determines the maximum axial load a specific steel section can carry under pure compression

evaluate_combined_loading

Checks if a column is safe when subjected to both axial compression and a bending moment

recommend_section_and_bracing

Recommends an appropriate steel profile and specifies the necessary lateral bracing

validate_slenderness_limits

Checks if a proposed column configuration meets the maximum allowable slenderness limits

See how to talk to your AI agent using Steel Column Design.

What is the maximum axial capacity for a column with 500kN load, 4m effective length, A992 steel, and a section with area 5000mm2 and radius of gyration 50mm?

The maximum axial capacity for the specified A992 steel section is 425.5 kN.

Is a column safe with 200kN axial load, 15kNm bending moment, 5m length, A36 steel, and section properties (area: 4000, inertia: 20000000, modulus: 5000)?

Yes, the interaction ratio is 0.72, which is below the 1.0 limit, so the column is safe.

Recommend a section for 1000kN axial load, 6m length, A992 steel, and a pinned connection.

The recommended section is W14x90 with a bracing interval of 4.5 meters.

The tools follow AISC (American Institute of Steel Construction) standards for column design and interaction equations.

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