Validate beam simulation and physical constraints
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.
How it works
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.
Prompt
Paste this into an agent that has the servers below connected. Adjust the names and dates to your own.
Prepare a reviewed beam simulation for a cantilever beam with 100N load, 200mm span, 20x10mm section, and 3mm max deflection.MCP servers it needs
Source
The vendor page this playbook is drawn from, and the passage that supports it.
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.a2a2p — Agent tools