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structuralwith-tool

Wind Solar Foundation Package

Calculates source-bound renewable foundation metrics from a deterministic SSC-14 task-owned source pack. The template combines velocity pressure, array wind load, dead load, foundation self-weight, uplift, bearing, sliding, anchor tension, and overall pass scoring.

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

Standards

AS/NZS 1170.2 anchor tension screening foundation bearing solar racking wind load

Tags

anchor bearing deterministic foundation solar structural uplift wind

How this task is generated

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

01
Template
The reusable contract shown on this page.
02
Scenario
An archetype and site context are sampled.
03
Difficulty tier
Inputs may be hidden at harder tiers.
04
Task prompt
The model responds with the declared outputs.

Parameters

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

Inputs

13 inputs

Always given

Included directly in every task prompt.

13

Show 13 inputs

Wind speed
wind_speed_m_s
WIND-SSC14-006 source wind speed
45 m/s
Wind pressure coefficient
wind_pressure_coefficient
WIND-SSC14-006 source pressure coefficient
1.25
Tributary array area
tributary_array_area_m2
PV-SSC14-006 tributary array area
12 m2
Array dead load
array_dead_load_kpa
PV-SSC14-006 array dead load
0.18 kPa
Foundation length
foundation_length_m
FDN-SSC14-006 foundation length
2.4 m
Foundation width
foundation_width_m
FDN-SSC14-006 foundation width
1.8 m
Foundation depth
foundation_depth_m
FDN-SSC14-006 foundation depth
0.6 m
Concrete unit weight
concrete_unit_weight_kn_m3
FDN-SSC14-006 concrete unit weight
24 kN/m3
Allowable bearing
allowable_bearing_kpa
GEO-SSC14-006 allowable bearing pressure
180 kPa
Sliding friction coefficient
sliding_friction_coefficient
GEO-SSC14-006 sliding friction coefficient
0.55
Horizontal shear factor
horizontal_shear_factor
FDN-SSC14-006 horizontal shear factor from array wind load
0.45
Anchor count
anchor_count
FDN-SSC14-006 active anchor count
4
Anchor tension capacity
anchor_tension_capacity_kn
FDN-SSC14-006 anchor tension capacity
30 kN

Scored outputs

13 outputs

Source velocity pressure

source_velocity_pressure_kpa

Velocity pressure from the source wind speed

Scores if within ±3% of the reference value.

Array wind load kn

array_wind_load_kn

Array wind load

Scores if within ±3% of the reference value.

Array dead load kn

array_dead_load_kn

Array dead load

Scores if within ±3% of the reference value.

Foundation self weight kn

foundation_self_weight_kn

Foundation concrete self-weight

Scores if within ±3% of the reference value.

Net uplift kn

net_uplift_kn

Array wind load minus array dead load and foundation self-weight

Scores if within ±3% of the reference value.

Uplift margin kn

uplift_margin_kn

Anchor group tension capacity minus net uplift

Scores if within ±3% of the reference value.

Bearing pressure

bearing_pressure_kpa

Service bearing pressure under the renewable foundation

Scores if within ±3% of the reference value.

Bearing utilization

bearing_utilization

Bearing pressure divided by allowable bearing

Scores if within ±3% of the reference value.

Horizontal shear kn

horizontal_shear_kn

Horizontal shear from array wind load

Scores if within ±3% of the reference value.

Sliding margin kn

sliding_margin_kn

Frictional sliding resistance minus horizontal shear

Scores if within ±3% of the reference value.

Anchor tension per anchor kn

anchor_tension_per_anchor_kn

Net uplift demand per anchor

Scores if within ±3% of the reference value.

Anchor tension utilization

anchor_tension_utilization

Per-anchor tension demand divided by anchor capacity

Scores if within ±3% of the reference value.

Overall pass score

overall_pass_score

1.0 when uplift, bearing, sliding, and anchor checks pass

Scores if within ±3% 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-14 renewable foundation package
medium:: All source-pack values given for the SSC-14 renewable foundation package
hard:: All source-pack values given for the SSC-14 renewable foundation package

Task bundle

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

/workspace

instruction.md
wind-solar-foundation-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 engineer checking a task-owned synthetic SSC-14 wind turbine or solar foundation package.2 3Use only the task-owned synthetic source pack values below for numeric grading. Wind criteria, solar racking load, foundation geometry, geotechnical checks, and anchor reports shape the workflow context only; they are not extra data sources for this instance.4 5## Scene6 7- Product: `SSC-14-LH-06`8- Array/turbine layout: `PV-SSC14-006`9- Wind criteria: `WIND-SSC14-006`10- Foundation detail: `FDN-SSC14-006`11- Geotechnical parameter table: `GEO-SSC14-006`12- Foundation memo: `MEMO-SSC14-006`13 14## Source Values15 16- Wind speed and pressure coefficient: {{ wind_speed_m_s }} m/s and {{ wind_pressure_coefficient }}17- Tributary array area and array dead load: {{ tributary_array_area_m2 }} m2 and {{ array_dead_load_kpa }} kPa18- Foundation length, width, depth, and concrete unit weight: {{ foundation_length_m }} m, {{ foundation_width_m }} m, {{ foundation_depth_m }} m, {{ concrete_unit_weight_kn_m3 }} kN/m319- Allowable bearing and sliding friction coefficient: {{ allowable_bearing_kpa }} kPa and {{ sliding_friction_coefficient }}20- Horizontal shear factor: {{ horizontal_shear_factor }}21- Anchor count and tension capacity: {{ anchor_count }} and {{ anchor_tension_capacity_kn }} kN22 23## Required Calculations24 25- Velocity pressure is `0.613 x wind_speed^2 / 1000`.26- Array wind load is velocity pressure times pressure coefficient times tributary array area.27- Array dead load is dead-load pressure times tributary array area.28- Foundation self-weight is length times width times depth times concrete unit weight.29- Net uplift is array wind load minus array dead load and foundation self-weight.30- Uplift margin is anchor group capacity minus net uplift.31- Bearing pressure is array dead load plus foundation self-weight divided by foundation area.32- Sliding margin is frictional resistance minus horizontal shear.33- Anchor tension demand is positive net uplift divided by anchor count.34- Overall pass score is `1.0` only when uplift, bearing, sliding, and anchor tension checks pass.35 36Write a compact foundation memo to `/workspace/output.md`. Include a source-boundary statement that this is a task-owned synthetic source pack. Preserve the source IDs above and state whether the baseline source pack passes the current synthetic checks.37 38Do not claim authority approval, accepted project evidence, software export validity, full standards compliance, executable real source-pack parsing, generated benchmark readiness, or benchmark readiness.39 40Include a fenced JSON block with exactly these numeric keys:41 42```json43{44  "source_velocity_pressure_kpa": <numeric_value>,45  "array_wind_load_kn": <numeric_value>,46  "array_dead_load_kn": <numeric_value>,47  "foundation_self_weight_kn": <numeric_value>,48  "net_uplift_kn": <numeric_value>,49  "uplift_margin_kn": <numeric_value>,50  "bearing_pressure_kpa": <numeric_value>,51  "bearing_utilization": <numeric_value>,52  "horizontal_shear_kn": <numeric_value>,53  "sliding_margin_kn": <numeric_value>,54  "anchor_tension_per_anchor_kn": <numeric_value>,55  "anchor_tension_utilization": <numeric_value>,56  "overall_pass_score": <numeric_value>57}58```59

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.

Ssc14 wind solar foundation case

ssc14_wind_solar_foundation_case

Wind or solar array foundation, geotechnical, and anchor source pack

solar-foundationwind-upliftrenewable-anchor

Parameter ranges

wind_speed_m_s: 45
wind_pressure_coefficient: 1.25
tributary_array_area_m2: 12
array_dead_load_kpa: 0.18
foundation_length_m: 2.4
foundation_width_m: 1.8
foundation_depth_m: 0.6
concrete_unit_weight_kn_m3: 24
allowable_bearing_kpa: 180
sliding_friction_coefficient: 0.55
horizontal_shear_factor: 0.45
anchor_count: 4
anchor_tension_capacity_kn: 30

Example task

solar-foundation-ssc14-wind-solar-foundation-case-preview — hard difficulty, all inputs given.

Wind or solar array foundation, geotechnical, and anchor source pack. solar-foundation. Required outputs: source_velocity_pressure_kpa, array_wind_load_kn, array_dead_load_kn, foundation_self_weight_kn, net_uplift_kn, uplift_margin_kn

The model sees

Scenario context and visible inputs.

wind_speed_m_s: 45 to 45 m/s
wind_pressure_coefficient: 1.25 to 1.25
tributary_array_area_m2: 12 to 12 m2
array_dead_load_kpa: 0.18 to 0.18 kPa
foundation_length_m: 2.4 to 2.4 m
foundation_width_m: 1.8 to 1.8 m
foundation_depth_m: 0.6 to 0.6 m
concrete_unit_weight_kn_m3: 24 to 24 kN/m3
allowable_bearing_kpa: 180 to 180 kPa
sliding_friction_coefficient: 0.55 to 0.55
horizontal_shear_factor: 0.45 to 0.45
anchor_count: 4 to 4
anchor_tension_capacity_kn: 30 to 30 kN

Executable tool: wind-solar-foundation-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.

{
  "source_velocity_pressure_kpa": <number>,
  "array_wind_load_kn": <number>,
  "array_dead_load_kn": <number>,
  "foundation_self_weight_kn": <number>,
  "net_uplift_kn": <number>,
  "uplift_margin_kn": <number>,
  "bearing_pressure_kpa": <number>,
  "bearing_utilization": <number>,
  "horizontal_shear_kn": <number>,
  "sliding_margin_kn": <number>,
  "anchor_tension_per_anchor_kn": <number>,
  "anchor_tension_utilization": <number>,
  "overall_pass_score": <number>
}

source_velocity_pressure_kpa · scored within ±3%
array_wind_load_kn · scored within ±3%
array_dead_load_kn · scored within ±3%
foundation_self_weight_kn · scored within ±3%
net_uplift_kn · scored within ±3%
uplift_margin_kn · scored within ±3%
bearing_pressure_kpa · scored within ±3%
bearing_utilization · scored within ±3%
horizontal_shear_kn · scored within ±3%
sliding_margin_kn · scored within ±3%
anchor_tension_per_anchor_kn · scored within ±3%
anchor_tension_utilization · scored within ±3%
overall_pass_score · scored within ±3%