MCP For Claude Marketplace
Foundation Load Calculator

Foundation Load Calculator MCP Connector for Claude

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Calculate total structural loads for columns and foundation beams.

3 tools Official Updated Jun 28, 2026 Official Vinkius Partner
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This MCP server provides specialized tools for preliminary geotechnical analysis by calculating the vertical forces acting on foundations. Use calculate_column_axial_load to determine the total axial force at a column base, including permanent, variable, and self-weight components. Use calculate_beam_linear_load to find the distributed load along foundation beams based on spacing and floor count. Additionally, get_structural_load_summary provides an aggregated breakdown of all structural loads per unit area for your project profile.

structural-engineeringfoundation-designload-calculationgeotechnicalcivil-engineering

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

calculate_beam_linear_load

Calculates the linear load acting on a foundation beam

calculate_column_axial_load

Calculates the total vertical force on a column base

get_structural_load_summary

Provides a summary of structural loads for a project

See how to talk to your AI agent using Foundation Load Calculator.

Calculate the axial load for a column with 5 kN/m² permanent load, 2 kN/m² variable load, 1 kN/m² self-weight per floor, 3 floors, and a 20 m² tributary area.

The total axial load for the column is 60.0 kN.

What is the linear load on a beam with 4 kN/m² permanent load, 1.5 kN/m² variable load, 0.5 kN/m self-weight, 2m spacing, and 5 floors?

The distributed linear load for the foundation beam is 32.5 kN/m.

Provide a summary of loads for a building with 6 kN/m² permanent, 3 kN/m² variable, and 1.5 kN/m² self-weight per floor across 4 floors.

The structural load summary is: Total Permanent Load: 6.0 kN/m², Total Variable Load: 3.0 kN/m², and Total Self-Weight: 6.0 kN/m².

The `calculate_column_axial_load` tool sums the permanent load, variable load, and the accumulated self-weight (self-weight per floor multiplied by the number of floors), all scaled by the provided tributary area.

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