Concrete Transfer Slab Designer

Concrete Transfer Slab Designer MCP Connector for Claude

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Design reinforced concrete transfer slabs using strut-and-tie modeling.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides specialized structural engineering tools for designing heavy-duty transfer slabs. It uses the strut-and-tie method to model internal force flow, ensuring stability under heavy column loads. Use analyze_load_path to identify critical stress zones, calculate_slab_thickness to determine required depth, design_reinforcement_layout for steel tie specifications, and calculate_shear_reinforcement to prevent shear failure near column heads.

concretestructuralstrut-and-tiecivil-engineeringslab-design

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

analyze_load_path

Determine how forces migrate through the slab and identify critical stress zones

calculate_shear_reinforcement

Determine the specific steel needed to prevent shear failure near column heads or high-stress zones

calculate_slab_thickness

Determine the minimum required depth of the slab to satisfy strength and serviceability

design_reinforcement_layout

Specify the steel reinforcement required to act as the ties in the strut-and-tie model

See how to talk to your AI agent using Concrete Transfer Slab Designer.

Analyze the load path for a slab with a 6m span and these loads: [{"loadValue": 500, "position": "(0,0)"}, {"loadValue": 500, "position": "(6,0)"}] with a column layout of 'grid 2x2'.

The load path is direct with a low risk level. No critical stress zones were identified for this configuration.

What is the required thickness for a 5m span slab with 1000kN loads and 30MPa concrete?

The required thickness is 650mm using the strength-based control method.

Design the reinforcement for a 500mm thick slab with 30MPa concrete and these loads: [{"loadValue": 800, "position": "(2,2)"}].

The reinforcement layout requires a 20mm bar diameter with 150mm spacing.

The server utilizes the strut-and-tie method to model the internal force flow as a truss system of concrete struts and steel ties.

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