LIVEdataset aec-bench@releasetasks 552models 18last submission … · built …
structuralwith-tool

Temporary Works Wind Structural Staging Package

Calculates source-bound temporary works wind, anchor, ballast stability, movement slot, and inspection tolerance metrics from a deterministic SSC-16 task-owned source pack.

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

Standards

construction inspection recordstemporary works workflowwind action workflow

Tags

constructiondeterministicstagingstructuraltemporary-workswind

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

18 inputs

Always given

Included directly in every task prompt.

18
Show 18 inputs

  • Regional wind speed

    regional_wind_speed_m_s

    WIND-16-CRIT-02 regional wind speed

    34 m/s

  • Terrain multiplier

    terrain_multiplier

    WIND-16-CRIT-02 terrain multiplier

    0.95

  • Direction multiplier

    direction_multiplier

    WIND-16-CRIT-02 direction multiplier

    1

  • Shielding multiplier

    shielding_multiplier

    WIND-16-CRIT-02 shielding multiplier

    0.9

  • Air density

    air_density_kg_m3

    WIND-16-CRIT-02 air density

    1.2 kg/m3

  • Force coefficient

    force_coefficient

    TEMP-16-STRUCT-02 force coefficient

    1.3

  • Temporary panel area

    temporary_panel_area_m2

    TEMP-16-STRUCT-02 temporary panel area

    32 m2

  • Anchor

    anchor_count

    SUPPORT-16-SCHED-02 anchor count

    4 count

  • Anchor load factor

    anchor_load_factor

    SUPPORT-16-SCHED-02 anchor load factor

    1.25

  • Selected anchor capacity

    selected_anchor_capacity_kn

    SUPPORT-16-SCHED-02 selected anchor capacity

    12 kN

  • Wind centroid height

    wind_centroid_height_m

    TEMP-16-STRUCT-02 wind centroid height

    2.4 m

  • Ballast weight

    ballast_weight_kn

    SUPPORT-16-SCHED-02 ballast weight

    44 kN

  • Ballast arm

    ballast_arm_m

    SUPPORT-16-SCHED-02 ballast lever arm

    1.6 m

  • Required stability ratio

    required_stability_ratio

    WIND-16-CRIT-02 required stability ratio

    1.2

  • Provided slot length

    provided_slot_length_mm

    TOL-16-CHECK-02 provided movement slot length

    45 mm

  • Required movement

    required_movement_mm

    TOL-16-CHECK-02 required movement allowance

    32 mm

  • Allowed vertical tolerance

    allowed_vertical_tolerance_mm

    TOL-16-CHECK-02 allowed vertical tolerance

    8 mm

  • Measured vertical tolerance

    measured_vertical_tolerance_mm

    TOL-16-CHECK-02 measured vertical tolerance

    5 mm

Scored outputs

11 outputs

Site wind speed m s

site_wind_speed_m_s

Site wind speed from the source-owned wind multipliers

Scores if within ±3% of the reference value.

Wind pressure

wind_pressure_kpa

Dynamic wind pressure on the temporary panel

Scores if within ±0.3% of the reference value.

Temporary panel wind force kn

temporary_panel_wind_force_kn

Temporary panel wind force

Scores if within ±3% of the reference value.

Anchor demand kn

anchor_demand_kn

Factored demand per anchor

Scores if within ±3% of the reference value.

Anchor capacity margin kn

anchor_capacity_margin_kn

Selected anchor capacity minus demand

Scores if within ±3% of the reference value.

Overturning moment knm

overturning_moment_knm

Overturning moment from wind force

Scores if within ±3% of the reference value.

Stability ratio

stability_ratio

Ballast resisting moment divided by overturning moment

Scores if within ±0.3% of the reference value.

Stability margin

stability_margin

Stability ratio minus required stability ratio

Scores if within ±0.3% of the reference value.

Slot length margin

slot_length_margin_mm

Provided movement slot length minus required movement

Scores if within ±3% of the reference value.

Inspection tolerance margin

inspection_tolerance_margin_mm

Allowed tolerance minus measured tolerance

Scores if within ±3% of the reference value.

Overall pass score

overall_pass_score

1.0 when anchor, stability, slot, and tolerance 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-16 temporary works wind package
medium:
All source-pack values given for the SSC-16 temporary works wind package
hard:
All source-pack values given for the SSC-16 temporary works wind package

Task bundle

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

/workspace

  • instruction.md
  • temporary-works-wind-structural-staging-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 temporary works engineer checking a task-owned synthetic SSC-16 package for wind loading, temporary structural supports, ballast stability, and staging tolerance.2 3Use only the task-owned synthetic source pack values shown below for numeric grading. External AS/NZS 1170.2, temporary works, construction inspection, and staging workflows shape the context only; they are not extra data sources for this instance.4 5## Source Objects6 7- Product: `SSC-16-LH-02`8- Stage drawing: `STAGE-16-WIND-02`9- Temporary structure detail: `TEMP-16-STRUCT-02`10- Wind criteria: `WIND-16-CRIT-02`11- Support schedule: `SUPPORT-16-SCHED-02`12- Tolerance checklist: `TOL-16-CHECK-02`13- Temporary works memo: `MEMO-16-TEMPWORKS-02`14 15## Source Values16 17| Item | Value |18|------|-------|19| Regional wind speed | {{ regional_wind_speed_m_s }} m/s |20| Terrain multiplier | {{ terrain_multiplier }} |21| Direction multiplier | {{ direction_multiplier }} |22| Shielding multiplier | {{ shielding_multiplier }} |23| Air density | {{ air_density_kg_m3 }} kg/m3 |24| Force coefficient | {{ force_coefficient }} |25| Temporary panel area | {{ temporary_panel_area_m2 }} m2 |26| Anchor count | {{ anchor_count }} |27| Anchor load factor | {{ anchor_load_factor }} |28| Selected anchor capacity | {{ selected_anchor_capacity_kn }} kN |29| Wind centroid height | {{ wind_centroid_height_m }} m |30| Ballast weight | {{ ballast_weight_kn }} kN |31| Ballast arm | {{ ballast_arm_m }} m |32| Required stability ratio | {{ required_stability_ratio }} |33| Provided slot length | {{ provided_slot_length_mm }} mm |34| Required movement | {{ required_movement_mm }} mm |35| Allowed vertical tolerance | {{ allowed_vertical_tolerance_mm }} mm |36| Measured vertical tolerance | {{ measured_vertical_tolerance_mm }} mm |37 38## Required Checks39 40- Site wind speed equals regional wind speed times the three multipliers.41- Wind pressure equals `0.5 x air_density x site_wind_speed^2 / 1000`.42- Temporary panel wind force equals wind pressure times force coefficient times panel area.43- Anchor demand equals factored wind force divided by anchor count.44- Stability ratio equals ballast resisting moment divided by overturning moment.45- Slot and inspection margins are provided/allowed values minus required/measured values.46 47## Output Format48 49Write a compact memo to `/workspace/output.md`. Include a source-boundary statement that this is a task-owned synthetic source pack, preserve the source object IDs above, and state whether the baseline checks pass.50 51Do not claim authority approval, accepted project evidence, software export validity, full standards compliance, executable source-pack hardening, generated benchmark readiness, or benchmark readiness.52 53Include a fenced JSON block with exactly these numeric keys:54 55```json56{57 "site_wind_speed_m_s": <numeric_value>,58 "wind_pressure_kpa": <numeric_value>,59 "temporary_panel_wind_force_kn": <numeric_value>,60 "anchor_demand_kn": <numeric_value>,61 "anchor_capacity_margin_kn": <numeric_value>,62 "overturning_moment_knm": <numeric_value>,63 "stability_ratio": <numeric_value>,64 "stability_margin": <numeric_value>,65 "slot_length_margin_mm": <numeric_value>,66 "inspection_tolerance_margin_mm": <numeric_value>,67 "overall_pass_score": <numeric_value>68}69```70

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.

Ssc16 temporary works wind case

ssc16_temporary_works_wind_case

Temporary works wind and structural staging case

Parameter ranges
regional_wind_speed_m_s
34
terrain_multiplier
0.95
direction_multiplier
1
shielding_multiplier
0.9
air_density_kg_m3
1.2
force_coefficient
1.3
temporary_panel_area_m2
32
anchor_count
4
anchor_load_factor
1.25
selected_anchor_capacity_kn
12
wind_centroid_height_m
2.4
ballast_weight_kn
44
ballast_arm_m
1.6
required_stability_ratio
1.2
provided_slot_length_mm
45
required_movement_mm
32
allowed_vertical_tolerance_mm
8
measured_vertical_tolerance_mm
5

Example task

ssc16-temporary-works-wind-case-preview — hard difficulty, all inputs given.

Temporary works wind and structural staging case. Required outputs: site_wind_speed_m_s, wind_pressure_kpa, temporary_panel_wind_force_kn, anchor_demand_kn, anchor_capacity_margin_kn, overturning_moment_knm

The model sees

Scenario context and visible inputs.

regional_wind_speed_m_s
34 to 34 m/s
terrain_multiplier
0.95 to 0.95
direction_multiplier
1 to 1
shielding_multiplier
0.9 to 0.9
air_density_kg_m3
1.2 to 1.2 kg/m3
force_coefficient
1.3 to 1.3
temporary_panel_area_m2
32 to 32 m2
anchor_count
4 to 4 count
anchor_load_factor
1.25 to 1.25
selected_anchor_capacity_kn
12 to 12 kN
wind_centroid_height_m
2.4 to 2.4 m
ballast_weight_kn
44 to 44 kN
ballast_arm_m
1.6 to 1.6 m
required_stability_ratio
1.2 to 1.2
provided_slot_length_mm
45 to 45 mm
required_movement_mm
32 to 32 mm
allowed_vertical_tolerance_mm
8 to 8 mm
measured_vertical_tolerance_mm
5 to 5 mm

Executable tool: temporary-works-wind-structural-staging-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.

{
  "site_wind_speed_m_s": <number>,
  "wind_pressure_kpa": <number>,
  "temporary_panel_wind_force_kn": <number>,
  "anchor_demand_kn": <number>,
  "anchor_capacity_margin_kn": <number>,
  "overturning_moment_knm": <number>,
  "stability_ratio": <number>,
  "stability_margin": <number>,
  "slot_length_margin_mm": <number>,
  "inspection_tolerance_margin_mm": <number>,
  "overall_pass_score": <number>
}
  • site_wind_speed_m_s · scored within ±3%
  • wind_pressure_kpa · scored within ±0.3%
  • temporary_panel_wind_force_kn · scored within ±3%
  • anchor_demand_kn · scored within ±3%
  • anchor_capacity_margin_kn · scored within ±3%
  • overturning_moment_knm · scored within ±3%
  • stability_ratio · scored within ±0.3%
  • stability_margin · scored within ±0.3%
  • slot_length_margin_mm · scored within ±3%
  • inspection_tolerance_margin_mm · scored within ±3%
  • overall_pass_score · scored within ±0.1%