derive_rectangular_beam_section
Derive one proposal-only prismatic rectangular beam height from a caller-declared purpose, supported idealized load model, fixed width, explicit elastic modulus, and at least one requester acceptance criterion. The operation solves closed-form equations, rounds upward to the caller's manufacturing increment, and re-runs the canonical bounded evaluator. It performs no general optimization, material selection, network call, supplier contact, persistence, purchase, or fabrication and grants no engineering or physical authority.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| model | Yes | ||
| load_n | Yes | ||
| purpose | Yes | ||
| span_mm | Yes | ||
| section_width_mm | Yes | ||
| max_deflection_mm | Yes | ||
| elastic_modulus_gpa | Yes | ||
| allowable_stress_mpa | Yes | ||
| manufacturing_increment_mm | Yes |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
No arguments | |||