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structuralwith-tool

Facade Zone Reentrant Geometry Package

Calculates source-bound facade zone difference metrics from a deterministic SSC-09 task-owned source pack. The template compares baseline and variant re-entrant corner pressure-zone areas, corner loads, anchor utilization, utilization margin, support-point reassignment, and an overall synthetic pass score.

with-tool: The model is given an executable Python calculator script.

How this task is generated

One template produces many comparable benchmark tasks while keeping the scoring contract fixed.

  1. 01

    Template

    The reusable contract shown on this page.

  2. 02

    Scenario

    An archetype and site context are sampled.

  3. 03

    Difficulty tier

    Inputs may be hidden at harder tiers.

  4. 04

    Task prompt

    The model responds with the declared outputs.

Parameters

Inputs the model receives, and the outputs it is scored on.

Inputs

11 inputs

Always given

Included directly in every task prompt.

11
Show 11 inputs
  • Baseline corner zone area

    baseline_corner_zone_area_m2

    ELEV-09-BASE-06 baseline corner-zone area

    42 m2
  • Variant corner zone area

    variant_corner_zone_area_m2

    ELEV-09-VARIANT-06 variant corner-zone area

    58 m2
  • Baseline pressure

    baseline_pressure_kpa

    ZONE-09-SCHED-06 baseline corner pressure

    1.8 kPa
  • Variant pressure

    variant_pressure_kpa

    ZONE-09-SCHED-06 variant corner pressure

    2.4 kPa
  • Tributary area

    tributary_area_m2

    SUPPORT-09-POINTS-06 representative support tributary area

    0.84 m2
  • Dead load

    dead_load_kpa

    SUPPORT-09-POINTS-06 facade dead load

    0.35 kPa
  • Anchor tension capacity

    anchor_tension_capacity_kn

    CAP-09-ANCHOR-06 anchor tension capacity

    2.8 kN
  • Anchor shear capacity

    anchor_shear_capacity_kn

    CAP-09-ANCHOR-06 anchor shear capacity

    3.2 kN
  • Allowable utilization

    allowable_utilization

    CAP-09-ANCHOR-06 allowable combined utilization

    0.95
  • Support points reassigned

    support_points_reassigned

    SUPPORT-09-POINTS-06 reassigned support points

    6
  • Support points required

    support_points_required

    SUPPORT-09-POINTS-06 required support points

    6

Scored outputs

12 outputs

Corner zone area delta m2

corner_zone_area_delta_m2

Variant corner-zone area minus baseline corner-zone area

Scores if within ±3% of the reference value.

Corner zone area delta

corner_zone_area_delta_percent

Corner-zone area delta divided by baseline corner-zone area

Scores if within ±3% of the reference value.

Pressure delta

pressure_delta_kpa

Variant pressure minus baseline pressure

Scores if within ±3% of the reference value.

Baseline corner load kn

baseline_corner_load_kn

Baseline corner load

Scores if within ±3% of the reference value.

Variant corner load kn

variant_corner_load_kn

Variant corner load

Scores if within ±3% of the reference value.

Corner load delta kn

corner_load_delta_kn

Variant corner load minus baseline corner load

Scores if within ±3% of the reference value.

Baseline utilization

baseline_utilization

Baseline combined anchor utilization

Scores if within ±0.3% of the reference value.

Variant utilization

variant_utilization

Variant combined anchor utilization

Scores if within ±0.3% of the reference value.

Utilization delta

utilization_delta

Variant utilization minus baseline utilization

Scores if within ±0.3% of the reference value.

Utilization margin

utilization_margin

Allowable utilization minus variant utilization

Scores if within ±0.3% of the reference value.

Support reassignment fraction

support_reassignment_fraction

Reassigned support points divided by required support points

Scores if within ±0.3% of the reference value.

Overall pass score

overall_pass_score

1.0 when variant geometry and support reassignment checks pass

Scores if within ±0.1% of the reference value.

Difficulty

Each template is sampled at three tiers. Harder tiers may hide inputs, forcing the model to infer them from the scenario description.

All inputs remain visible at every tier

For this template, difficulty scales through parameter and scenario ranges rather than hidden information.

easy:
All source-pack values given for the SSC-09 facade zone geometry package
medium:
All source-pack values given for the SSC-09 facade zone geometry package
hard:
All source-pack values given for the SSC-09 facade zone geometry package

Task bundle

The exact instruction and parameter contract used to generate this task, pinned to the published library source.

/workspace

  • instruction.md
  • facade-zone-reentrant-geometry-package_calc.py

Teal lines show Jinja input conditions, not task visibility policy. A line renders only when that input or tool is visible.

1You are a structural/facade engineer checking a task-owned synthetic SSC-09 facade pressure-zone difference and re-entrant geometry package.2 3Use only the task-owned synthetic source pack values shown below for numeric grading. Facade pressure-zone redrawing, re-entrant corner review, support-point reassignment, and anchor-capacity workflows shape the practice context only; they are not extra data sources for this instance.4 5## Scene6 7- Product family: `SSC-09-LH-06`8- Baseline elevation: `ELEV-09-BASE-06`9- Variant elevation: `ELEV-09-VARIANT-06`10- Pressure-zone schedule: `ZONE-09-SCHED-06`11- Support point register: `SUPPORT-09-POINTS-06`12- Anchor capacity note: `CAP-09-ANCHOR-06`13- Variant geometry memo: `MEMO-09-VARIANT-06`14 15## Source Values16 17| Item | Value |18|------|-------|19| Baseline corner-zone area | {{ baseline_corner_zone_area_m2 }} m2 |20| Variant corner-zone area | {{ variant_corner_zone_area_m2 }} m2 |21| Baseline corner pressure | {{ baseline_pressure_kpa }} kPa |22| Variant corner pressure | {{ variant_pressure_kpa }} kPa |23| Representative tributary area | {{ tributary_area_m2 }} m2 |24| Dead load | {{ dead_load_kpa }} kPa |25| Anchor tension capacity | {{ anchor_tension_capacity_kn }} kN |26| Anchor shear capacity | {{ anchor_shear_capacity_kn }} kN |27| Allowable utilization | {{ allowable_utilization }} |28| Support points reassigned | {{ support_points_reassigned }} |29| Support points required | {{ support_points_required }} |30 31## Checks32 33- Corner-zone area delta equals variant corner-zone area minus baseline corner-zone area.34- Corner-zone area delta percent equals area delta divided by baseline corner-zone area times 100.35- Pressure delta equals variant pressure minus baseline pressure.36- Baseline and variant corner loads equal pressure times representative tributary area.37- Dead load equals dead load pressure times representative tributary area.38- Baseline and variant utilization equal the square root of squared tension utilization plus squared shear utilization.39- Utilization margin equals allowable utilization minus variant utilization.40- Support reassignment fraction equals support points reassigned divided by support points required.41- Overall pass score is `1.0` only when the variant load increase is captured, utilization margin is non-negative, and all required supports are reassigned; otherwise it is `0.0`.42 43## Output Format44 45Write a compact facade geometry memo to `/workspace/output.md`. Include a source-boundary statement that this is a task-owned synthetic source pack. Preserve the object IDs above and state whether the baseline source pack passes the current docs-only checks.46 47Do not claim authority approval, accepted project evidence, software export validity, full standards compliance, executable real source-pack parsing, generated benchmark readiness, or benchmark readiness.48 49Include a fenced JSON block with exactly these numeric keys:50 51```json52{53 "corner_zone_area_delta_m2": <numeric_value>,54 "corner_zone_area_delta_percent": <numeric_value>,55 "pressure_delta_kpa": <numeric_value>,56 "baseline_corner_load_kn": <numeric_value>,57 "variant_corner_load_kn": <numeric_value>,58 "corner_load_delta_kn": <numeric_value>,59 "baseline_utilization": <numeric_value>,60 "variant_utilization": <numeric_value>,61 "utilization_delta": <numeric_value>,62 "utilization_margin": <numeric_value>,63 "support_reassignment_fraction": <numeric_value>,64 "overall_pass_score": <numeric_value>65}66```67

Scenario archetypes

Each generated task is drawn from one of these realistic scenario bands.

Site contexts ground each scenario in a real locale the model can use to infer hidden values.

Ssc09 facade zone reentrant case

ssc09_facade_zone_reentrant_case

Facade pressure-zone difference and re-entrant geometry case

Parameter ranges
baseline_corner_zone_area_m2
42
variant_corner_zone_area_m2
58
baseline_pressure_kpa
1.8
variant_pressure_kpa
2.4
tributary_area_m2
0.84
dead_load_kpa
0.35
anchor_tension_capacity_kn
2.8
anchor_shear_capacity_kn
3.2
allowable_utilization
0.95
support_points_reassigned
6
support_points_required
6

Example task

ssc09-facade-zone-reentrant-case-previewhard difficulty, all inputs given.

Facade pressure-zone difference and re-entrant geometry case. Required outputs: corner_zone_area_delta_m2, corner_zone_area_delta_percent, pressure_delta_kpa, baseline_corner_load_kn, variant_corner_load_kn, corner_load_delta_kn

The model sees

Scenario context and visible inputs.

baseline_corner_zone_area_m2
42 to 42 m2
variant_corner_zone_area_m2
58 to 58 m2
baseline_pressure_kpa
1.8 to 1.8 kPa
variant_pressure_kpa
2.4 to 2.4 kPa
tributary_area_m2
0.84 to 0.84 m2
dead_load_kpa
0.35 to 0.35 kPa
anchor_tension_capacity_kn
2.8 to 2.8 kN
anchor_shear_capacity_kn
3.2 to 3.2 kN
allowable_utilization
0.95 to 0.95
support_points_reassigned
6 to 6
support_points_required
6 to 6

Executable tool: facade-zone-reentrant-geometry-package_calc.py

The model must infer

Inputs withheld at this difficulty.

Nothing. All inputs are supplied.

The model must produce

The scored JSON answer schema.

{
  "corner_zone_area_delta_m2": <number>,
  "corner_zone_area_delta_percent": <number>,
  "pressure_delta_kpa": <number>,
  "baseline_corner_load_kn": <number>,
  "variant_corner_load_kn": <number>,
  "corner_load_delta_kn": <number>,
  "baseline_utilization": <number>,
  "variant_utilization": <number>,
  "utilization_delta": <number>,
  "utilization_margin": <number>,
  "support_reassignment_fraction": <number>,
  "overall_pass_score": <number>
}
  • corner_zone_area_delta_m2 · scored within ±3%
  • corner_zone_area_delta_percent · scored within ±3%
  • pressure_delta_kpa · scored within ±3%
  • baseline_corner_load_kn · scored within ±3%
  • variant_corner_load_kn · scored within ±3%
  • corner_load_delta_kn · scored within ±3%
  • baseline_utilization · scored within ±0.3%
  • variant_utilization · scored within ±0.3%
  • utilization_delta · scored within ±0.3%
  • utilization_margin · scored within ±0.3%
  • support_reassignment_fraction · scored within ±0.3%
  • overall_pass_score · scored within ±0.1%