Concrete Shear Friction Calculator

Concrete Shear Friction Calculator MCP Connector for Claude

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Calculates shear friction capacity and required reinforcement for concrete interfaces using ACI provisions.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides specialized engineering tools to evaluate the shear transfer capacity of concrete interfaces. It allows users to determine the maximum shear force an interface can resist based on reinforcement area, concrete compressive strength, and joint conditions. Using calculate_shear_capacity, engineers can model both monolithic pours and cold joints while accounting for surface roughness. The server also includes evaluate_safety_factor to verify design compliance and determine_required_reinforcement to solve for the necessary steel area to meet specific shear demands.

concreteaci-provisionsshear-frictionstructural-engineeringcivil-engineering

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

compare_interface_conditions

Evaluates how much capacity is lost when transitioning from a monolithic pour to a cold joint

determine_required_reinforcement

Calculates the minimum steel area required to resist a specific shear load

calculate_shear_capacity

Determines the maximum shear force the interface can resist

evaluate_safety_factor

Checks if the current design is safe against a specific applied load

See how to talk to your AI agent using Concrete Shear Friction Calculator.

What is the shear capacity for an interface with 500mm² reinforcement, 30MPa concrete, and a 1.2 roughness factor in a monolithic condition?

The calculated shear capacity is 150.0 kN.

Is a design safe if the applied shear is 80kN and the calculated capacity is 100kN?

Yes, the safety factor is 1.25, which is greater than 1.0.

How much reinforcement is needed for a 200kN shear load on a 1000mm² area with 25MPa concrete (monolithic, roughness 1.0)?

The required reinforcement area is 266.67 mm².

The `calculate_shear_capacity` tool uses a boolean flag to distinguish between a continuous monolithic pour and a separate cold joint, adjusting the capacity based on the expected aggregate interlock and cohesion.

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