A machine-readable provenance of deflection, stress, and shear calculations for a specific beam geometry under load, with conditional verdicts based on user-supplied limits.
The agent identifies a supported beam candidate and calls prepare_reviewed_beam_simulation or prepare_derived_beam_simulation to compile a fresh explicit load case. It must ensure the exact source hash and finished-size check are provided. The agent reviews the returned equations, deflection, nominal bending stress, and shear, noting that verdicts are conditional on the user-supplied allowable_shear_stress_mpa and modulus, which are treated as requester assertions. The agent checks next_fields to ensure no further resolution is needed.
- Category: Data and analysis
- Effect: Read-only
- MCP servers: a2a2p MCP (https://koskamo.com/explore/a2a2p-mcp)
- Source: a2a2p — Agent tools (https://a2a2p.com/docs)
- Source quote: "For an explicit rectangular beam case, add intent.functional_requirements.load_case... The review returns equations, deflection, nominal bending stress, nominal rectangular transverse shear, assumptions, requester-defined criteria, and machine-readable provenance."
- Playbook page: https://koskamo.com/explore/use-cases/validate-beam-simulation-and-physical-constraints
Prompt: Prepare a reviewed beam simulation for a cantilever beam with 100N load, 200mm span, 20x10mm section, and 3mm max deflection.