MCP For Claude Marketplace
Wind Load Structure Calculator

Wind Load Structure Calculator MCP Connector for Claude

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Calculates wind-induced pressures and forces on structures using ASCE 7 standards.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
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This MCP server provides specialized engineering tools to calculate wind loads on structures. It implements ASCE 7 provisions to determine design wind pressure, total wind force, and vertical force distribution. Engineers can use calculate_design_pressure to find pressure at specific surfaces, calculate_total_wind_force for cumulative loads, and get_force_distribution to analyze how pressure varies with height. Additionally, evaluate_structural_risk helps assess if a structure's capacity is sufficient for the calculated loads, accounting for terrain, topography, and shielding.

wind-loadasce-7structural-engineeringwind-pressurecivil-engineering

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

calculate_design_pressure

Determines the wind pressure (kPa) exerted on a specific surface of the building

calculate_total_wind_force

Calculates the total resultant force (kN) acting on the entire structure

evaluate_structural_risk

Assesses if the calculated wind loads are within safe thresholds for a specific building type

get_force_distribution

Provides a vertical profile of how wind force is distributed across the height of the building

See how to talk to your AI agent using Wind Load Structure Calculator.

Calculate the design wind pressure for a 20m building with 30m/s wind speed in terrain category 2 and an importance factor of 1.0.

The design wind pressure for the specified parameters is 1.45 kPa.

What is the total wind force for a structure with a design pressure of 2.0 kPa and a projected area of 50 square meters, using a directionality factor of 0.85?

The total wind force is 85.0 kN.

Is a structure safe if the total wind force is 500 kN and its capacity is 450 kN with an importance factor of 1.0?

No, the structure is not safe. The utilization ratio is 1.11, which exceeds the capacity.

The calculations are based on ASCE 7 wind load provisions.

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