MCP For Claude Marketplace
Concrete Two-Way Slab Designer

Concrete Two-Way Slab Designer MCP Connector for Claude

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Automated ACI-compliant design for two-way reinforced concrete slabs.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
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This MCP server provides specialized engineering tools for designing two-way reinforced concrete slabs according to ACI provisions. It allows AI agents to perform critical structural calculations including calculate_slab_thickness to ensure deflection and punching shear compliance, distribute_moments for determining bending distributions using direct design or equivalent frame methods, design_reinforcement for steel layout, and evaluate_support_details to determine the need for drop panels and column capitals.

concreteaci-codeslab-designstructural-analysiscivil-engineering

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

calculate_slab_thickness

Determines the required minimum slab thickness to satisfy deflection and punching shear requirements

design_reinforcement

Determines the required area and spacing of steel reinforcement

distribute_moments

Calculates the negative and positive bending moments across the slab panel

evaluate_support_details

Evaluates the necessity and dimensions of column capitals and drop panels

See how to talk to your AI agent using Concrete Two-Way Slab Designer.

Calculate the required thickness for a slab with a 5m span, 30MPa concrete, and a 10kN/m² load.

The minimum required slab thickness is 150 mm, and it satisfies the punching shear requirements.

What are the bending moments for a 6m x 4m slab using the direct design method with a 12kN/m² load?

The negative moments at the supports are 45.5 kNm and the positive moments in the mid-span are 22.8 kNm.

Determine the reinforcement layout for a slab with positive moment of 15 kNm, negative moment of 25 kNm, 180mm thickness, 30MPa concrete, and 420MPa steel.

The required reinforcement uses 12mm diameter bars spaced at 150mm.

The server supports both the Direct Design Method and the Equivalent Frame Method for moment distribution.

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