explore_rectangular_beam_sections
Evaluate 2 to 12 caller-declared rectangular beam widths through the canonical bounded height derivation, then return every proposal and the exact non-dominated frontier for minimizing section height and idealized prismatic material volume. Width order is normalized; duplicates fail closed. The operation never invents a width, assigns an aggregate score, selects a candidate, estimates material cost, verifies manufacturing or omitted failure modes, calls an external system, or grants engineering, purchase, or fabrication authority.
Input Schema
| Name | Required | Description | Default |
|---|---|---|---|
| model | Yes | ||
| load_n | Yes | ||
| purpose | Yes | ||
| span_mm | Yes | ||
| max_deflection_mm | Yes | ||
| elastic_modulus_gpa | Yes | ||
| allowable_stress_mpa | Yes | ||
| section_width_options_mm | Yes | Finite caller-owned width set. Input order has no decision meaning and is normalized ascending before evaluation. | |
| manufacturing_increment_mm | Yes |
Output Schema
| Name | Required | Description | Default |
|---|---|---|---|
No arguments | |||