Concrete Biaxial Bending Designer

Concrete Biaxial Bending Designer MCP Connector for Claude

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Design concrete columns for simultaneous axial loads and moments in two perpendicular directions.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides structural engineering tools to design concrete columns subjected to biaxial bending. It uses the interaction diagram method to determine if a section is safe under combined axial loads and moments (Mx and My). Users can analyze_section_capacity to check safety ratios, calculate_required_reinforcement to find the minimum steel area, generate_reinforcement_layout for physical bar arrangements, and check_slenderness_effects to account for second-order moments in slender columns.

concretebiaxial-bendingstructural-designreinforcementcolumn-design

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

calculate_required_reinforcement

Finds the minimum area of steel needed to satisfy the load combination

check_slenderness_effects

Evaluates if the column is "short" or "slender" and calculates the moment magnification factor

generate_reinforcement_layout

Provides a physical arrangement of steel bars for the calculated required area

analyze_section_capacity

Determines if the current column dimensions and material strengths can support the applied loads

See how to talk to your AI agent using Concrete Biaxial Bending Designer.

Check if a 300x300mm column with 30MPa concrete and 500MPa steel is safe under 1000kN axial load and 50kNm moments in both directions.

The capacity ratio for this column is 0.72, which means the section is safe.

How much steel area do I need for a 400x400mm column with 1500kN axial load and 80kNm moments?

The required steel area is 1250 mm² with a reinforcement ratio of 0.0078.

Generate a layout for 1500mm² of steel in a 350x350mm column with 40mm cover.

The layout consists of 6 bars with a spacing of 120mm in both directions.

Use the `analyze_section_capacity` tool. It will return a capacity ratio; if the ratio is 1.0 or less, the column is safe.

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