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Error code: DatasetGenerationCastError
Exception: DatasetGenerationCastError
Message: An error occurred while generating the dataset
All the data files must have the same columns, but at some point there are 6 new columns ({'description', 'loading', 'topology', 'goals', 'optimization', '_metadata'}) and 6 missing columns ({'problem_text', 'reaches_solution', 'initial_state', 'gold_action_sequence', 'trace_quality', 'trace_id'}).
This happened while the json dataset builder was generating data using
hf://datasets/cmudrc/DesignBench/problems/auto_problem_090.json (at revision e30e8ac0a7b1816571fdee2dca85c4be10b7dc52), [/tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/benchmark.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/benchmark.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_090.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_090.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_091.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_091.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_092.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_092.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_093.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_093.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_094.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_094.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_095.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_095.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_096.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_096.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_097.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_097.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_098.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_098.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_099.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_099.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_090_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_090_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_091_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_091_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_092_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_092_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_093_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_093_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_094_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_094_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_095_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_095_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_096_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_096_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_097_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_097_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_098_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_098_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_099_traces.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/traces/auto_problem_099_traces.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_090_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_090_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_091_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_091_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_092_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_092_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_093_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_093_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_094_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_094_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_095_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_095_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_096_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_096_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_097_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_097_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_098_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_098_tree.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_099_tree.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/trees/auto_problem_099_tree.json)]
Please either edit the data files to have matching columns, or separate them into different configurations (see docs at https://hf.co/docs/hub/datasets-manual-configuration#multiple-configurations)
Traceback: Traceback (most recent call last):
File "/usr/local/lib/python3.12/site-packages/datasets/builder.py", line 1890, in _prepare_split_single
writer.write_table(table)
File "/usr/local/lib/python3.12/site-packages/datasets/arrow_writer.py", line 760, in write_table
pa_table = table_cast(pa_table, self._schema)
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
File "/usr/local/lib/python3.12/site-packages/datasets/table.py", line 2272, in table_cast
return cast_table_to_schema(table, schema)
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
File "/usr/local/lib/python3.12/site-packages/datasets/table.py", line 2218, in cast_table_to_schema
raise CastError(
datasets.table.CastError: Couldn't cast
problem_id: string
description: string
topology: struct<joints: list<item: struct<id: int64, position: list<item: double>, support: string>>, members (... 117 chars omitted)
child 0, joints: list<item: struct<id: int64, position: list<item: double>, support: string>>
child 0, item: struct<id: int64, position: list<item: double>, support: string>
child 0, id: int64
child 1, position: list<item: double>
child 0, item: double
child 2, support: string
child 1, members: list<item: struct<joints: list<item: int64>, material: string, shape: struct<type: string, r: double (... 14 chars omitted)
child 0, item: struct<joints: list<item: int64>, material: string, shape: struct<type: string, r: double, t: double (... 2 chars omitted)
child 0, joints: list<item: int64>
child 0, item: int64
child 1, material: string
child 2, shape: struct<type: string, r: double, t: double>
child 0, type: string
child 1, r: double
child 2, t: double
loading: list<item: struct<joint: int64, force: list<item: double>>>
child 0, item: struct<joint: int64, force: list<item: double>>
child 0, joint: int64
child 1, force: list<item: double>
child 0, item: double
goals: struct<minimum_fos_buckling: double, minimum_fos_yielding: double, maximum_mass: double>
child 0, minimum_fos_buckling: double
child 1, minimum_fos_yielding: double
child 2, maximum_mass: double
optimization: struct<shape: string, shape_params: struct<r: struct<min: double, max: double, initial: double>, t: (... 51 chars omitted)
child 0, shape: string
child 1, shape_params: struct<r: struct<min: double, max: double, initial: double>, t: struct<min: double, max: double, ini (... 14 chars omitted)
child 0, r: struct<min: double, max: double, initial: double>
child 0, min: double
child 1, max: double
child 2, initial: double
child 1, t: struct<min: double, max: double, initial: double>
child 0, min: double
child 1, max: double
child 2, initial: double
_metadata: struct<optimal_mass: double, generation_method: string, degradation_steps: int64>
child 0, optimal_mass: double
child 1, generation_method: string
child 2, degradation_steps: int64
to
{'problem_id': Value('string'), 'trace_id': Value('string'), 'problem_text': Value('string'), 'initial_state': {'mass': Value('float64'), 'fos_buckling': Value('float64'), 'fos_yielding': Value('float64'), 'deflection': Value('float64'), 'is_feasible': Value('bool')}, 'gold_action_sequence': List(Value('string')), 'reaches_solution': Value('bool'), 'trace_quality': Value('float64')}
because column names don't match
During handling of the above exception, another exception occurred:
Traceback (most recent call last):
File "/src/services/worker/src/worker/job_runners/config/parquet_and_info.py", line 1347, in compute_config_parquet_and_info_response
parquet_operations = convert_to_parquet(builder)
^^^^^^^^^^^^^^^^^^^^^^^^^^^
File "/src/services/worker/src/worker/job_runners/config/parquet_and_info.py", line 980, in convert_to_parquet
builder.download_and_prepare(
File "/usr/local/lib/python3.12/site-packages/datasets/builder.py", line 884, in download_and_prepare
self._download_and_prepare(
File "/usr/local/lib/python3.12/site-packages/datasets/builder.py", line 947, in _download_and_prepare
self._prepare_split(split_generator, **prepare_split_kwargs)
File "/usr/local/lib/python3.12/site-packages/datasets/builder.py", line 1739, in _prepare_split
for job_id, done, content in self._prepare_split_single(
^^^^^^^^^^^^^^^^^^^^^^^^^^^
File "/usr/local/lib/python3.12/site-packages/datasets/builder.py", line 1892, in _prepare_split_single
raise DatasetGenerationCastError.from_cast_error(
datasets.exceptions.DatasetGenerationCastError: An error occurred while generating the dataset
All the data files must have the same columns, but at some point there are 6 new columns ({'description', 'loading', 'topology', 'goals', 'optimization', '_metadata'}) and 6 missing columns ({'problem_text', 'reaches_solution', 'initial_state', 'gold_action_sequence', 'trace_quality', 'trace_id'}).
This happened while the json dataset builder was generating data using
hf://datasets/cmudrc/DesignBench/problems/auto_problem_090.json (at revision e30e8ac0a7b1816571fdee2dca85c4be10b7dc52), [/tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/benchmark.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/benchmark.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_090.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_090.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_091.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_091.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_092.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_092.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_093.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_093.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_094.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_094.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_095.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_095.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_096.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_096.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_097.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_097.json), /tmp/hf-datasets-cache/medium/datasets/32746252527011-config-parquet-and-info-cmudrc-DesignBench-49d08ede/hub/datasets--cmudrc--DesignBench/snapshots/e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_098.json (origin=hf://datasets/cmudrc/DesignBench@e30e8ac0a7b1816571fdee2dca85c4be10b7dc52/problems/auto_problem_098.json), 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Please either edit the data files to have matching columns, or separate them into different configurations (see docs at https://hf.co/docs/hub/datasets-manual-configuration#multiple-configurations)Need help to make the dataset viewer work? Make sure to review how to configure the dataset viewer, and open a discussion for direct support.
problem_id string | trace_id string | problem_text string | initial_state dict | gold_action_sequence list | reaches_solution bool | trace_quality float64 |
|---|---|---|---|---|---|---|
auto_problem_090 | auto_problem_090_trace_0 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(8, thickness, 1.541)",
"SCALE_PARAM(all_members, thickness, 1.176)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.004231)",
"SCALE_PARAM(all_members, thickness, 1.175)",
"SCALE_PARAM(10, thickness, 1.350)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_1 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.004527)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.005201)",
"SCALE_PARAM(9, thickness, 1.522)",
"SCALE_PARAM(all_members, thickness, 1.244)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_2 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.312)",
"SCALE_PARAM(all_members, thickness, 1.295)",
"SCALE_PARAM(all_members, thickness, 1.175)",
"SCALE_PARAM(all_members, thickness, 1.206)",
"SCALE_PARAM(all_members, thickness, 1.178)",
"SCALE_PARAM(4, thickness, 1.280)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_3 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.001636)",
"SCALE_PARAM(all_members, thickness, 1.221)",
"SCALE_PARAM(17, thickness, 1.391)",
"SCALE_PARAM(8, thickness, 1.364)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_4 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(2, thickness, 1.230)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.004605)",
"SCALE_PARAM(17, thickness, 1.562)",
"SCALE_PARAM(all_members, thickness, 1.304)",
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.004217)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_5 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.245)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.006468)",
"SCALE_PARAM(2, thickness, 1.271)",
"SCALE_PARAM(18, thickness, 1.314)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_6 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(16, thickness, 1.504)",
"SCALE_PARAM(16, thickness, 1.577)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.004141)",
"SCALE_PARAM(all_members, thickness, 1.170)",
"SCALE_PARAM(all_members, thickness, 1.239)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_7 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.003295)",
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.001998)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.006000)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.007132)",
"SCALE_PARAM(17, thickness, 1.276)",
"SCALE_PARAM(... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_8 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.148)",
"SCALE_PARAM(all_members, thickness, 1.151)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.004972)",
"SCALE_PARAM(16, thickness, 1.590)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_9 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(4, thickness, 1.227)",
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.003887)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.003959)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.003892)",
"SCALE_PARAM(all_members, thickness, 1.124)",
"SCALE_PARAM(all_members, thickn... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_10 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(13, thickness, 1.548)",
"SCALE_PARAM(4, thickness, 1.300)",
"SCALE_PARAM(all_members, thickness, 1.133)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.006468)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_11 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.004217)",
"SCALE_PARAM(0, thickness, 1.422)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_12 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(17, thickness, 1.230)",
"SCALE_PARAM(all_members, thickness, 1.116)",
"SCALE_PARAM(all_members, thickness, 1.124)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.003864)",
"SCALE_PARAM(all_members, thickness, 1.230)",
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.003560)",
"... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_13 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.003804)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.003616)",
"SCALE_PARAM(all_members, thickness, 1.307)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_14 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.002680)",
"SCALE_PARAM(6, thickness, 1.339)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.003176)",
"SCALE_PARAM(all_members, thickness, 1.247)",
"SCALE_PARAM(all_members, thickness, 1.305)",
"SCALE_PARAM(all_members, thickness, 1.220)",
"O... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_15 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.258)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.003459)",
"SCALE_PARAM(all_members, thickness, 1.114)",
"SCALE_PARAM(all_members, thickness, 1.326)",
"SCALE_PARAM(all_members, thickness, 1.121)",
"SCALE_PARAM(1, thickness, 1.255)",
"ADD_MEMBER(3, 8, 60... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_16 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.224)",
"SCALE_PARAM(all_members, thickness, 1.323)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.005251)",
"SCALE_PARAM(19, thickness, 1.230)",
"SCALE_PARAM(12, thickness, 1.236)",
"SCALE_PARAM(14, thickness, 1.188)",
"SCALE_PARAM(all_members, thickness, ... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_17 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(7, thickness, 1.287)",
"SCALE_PARAM(7, thickness, 1.529)",
"SCALE_PARAM(all_members, thickness, 1.258)",
"SCALE_PARAM(20, thickness, 1.350)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_18 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.302)",
"SCALE_PARAM(0, thickness, 1.261)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.006314)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.006468)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_19 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.005386)",
"SCALE_PARAM(13, thickness, 1.244)",
"SCALE_PARAM(all_members, thickness, 1.200)",
"SCALE_PARAM(0, thickness, 1.370)",
"SCALE_PARAM(11, thickness, 1.422)",
"SCALE_PARAM(1, thickness, 1.488)",
"SCALE_PARAM(20, thickness, 1.274)",
"OPTIMAL_... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_20 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.005624)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.005631)",
"SCALE_PARAM(0, thickness, 1.297)",
"ADD_MEMBER(1, 7, 6061_T6_Aluminum, Pipe, 0.031362, 0.005227)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_21 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.005624)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.007132)",
"SCALE_PARAM(12, thickness, 1.550)",
"SCALE_PARAM(12, thickness, 1.364)",
"SCALE_PARAM(1, thickness, 1.214)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.006468)",
"S... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_22 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.261)",
"SCALE_PARAM(9, thickness, 1.506)",
"SCALE_PARAM(16, thickness, 1.357)",
"SCALE_PARAM(all_members, thickness, 1.279)",
"SCALE_PARAM(19, thickness, 1.280)",
"SCALE_PARAM(all_members, thickness, 1.267)",
"SCALE_PARAM(14, thickness, 1.294)",
"OPTIMAL_STATE"
] | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_23 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.001554)",
"SCALE_PARAM(all_members, thickness, 1.285)",
"ADD_MEMBER(1, 6, 6061_T6_Aluminum, Pipe, 0.015033, 0.002506)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.006314)",
"SCALE_PARAM(1, thickness, 1.332)",
"ADD_MEMBER(1, 5, 6061_T6_Alumin... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_24 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(11, thickness, 1.445)",
"ADD_MEMBER(4, 8, 6061_T6_Aluminum, Pipe, 0.046421, 0.007737)",
"SCALE_PARAM(15, thickness, 1.203)",
"SCALE_PARAM(17, thickness, 1.277)",
"SCALE_PARAM(1, thickness, 1.418)",
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.001998)",
"SCALE_PARAM(19, thickness, 1... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_25 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.003242)",
"SCALE_PARAM(6, thickness, 1.626)",
"SCALE_PARAM(12, thickness, 1.302)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.004329)",
"SCALE_PARAM(all_members, thickness, 1.300)",
"SCALE_PARAM(1, thickness, 1.639)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_26 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.004693)",
"SCALE_PARAM(all_members, thickness, 1.221)",
"SCALE_PARAM(8, thickness, 1.355)",
"ADD_MEMBER(1, 6, 6061_T6_Aluminum, Pipe, 0.015033, 0.002506)",
"ADD_MEMBER(1, 7, 6061_T6_Aluminum, Pipe, 0.031362, 0.005227)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_27 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.319)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.003310)",
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.003350)",
"SCALE_PARAM(20, thickness, 1.323)",
"SCALE_PARAM(all_members, thickness, 1.259)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_28 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.002827)",
"SCALE_PARAM(14, thickness, 1.613)",
"SCALE_PARAM(all_members, thickness, 1.253)",
"SCALE_PARAM(15, thickness, 1.536)",
"ADD_MEMBER(1, 6, 6061_T6_Aluminum, Pipe, 0.015033, 0.002130)",
"SCALE_PARAM(all_members, thickness, 1.176)",
"OPTIMAL_S... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_29 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.003900)",
"SCALE_PARAM(all_members, thickness, 1.230)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.005976)",
"ADD_MEMBER(1, 6, 6061_T6_Aluminum, Pipe, 0.015033, 0.002099)",
"SCALE_PARAM(all_members, thickness, 1.193)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_30 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(13, thickness, 1.517)",
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.004217)",
"ADD_MEMBER(1, 7, 6061_T6_Aluminum, Pipe, 0.031362, 0.005227)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_31 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.321)",
"SCALE_PARAM(6, thickness, 1.395)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.004334)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.003152)",
"SCALE_PARAM(all_members, thickness, 1.321)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_32 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(17, thickness, 1.422)",
"SCALE_PARAM(8, thickness, 1.437)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.006000)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"SCALE_PARAM(7, thickness, 1.314)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_33 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.297)",
"SCALE_PARAM(6, thickness, 1.229)",
"SCALE_PARAM(all_members, thickness, 1.147)",
"SCALE_PARAM(13, thickness, 1.198)",
"SCALE_PARAM(all_members, thickness, 1.205)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.005728)",
"SCALE_PARAM(13, thickness, 1... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_34 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(8, thickness, 1.203)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.003871)",
"SCALE_PARAM(11, thickness, 1.595)",
"SCALE_PARAM(all_members, thickness, 1.221)",
"SCALE_PARAM(3, thickness, 1.453)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_35 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.179)",
"SCALE_PARAM(0, thickness, 1.330)",
"SCALE_PARAM(3, thickness, 1.475)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.004727)",
"SCALE_PARAM(15, thickness, 1.277)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_36 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.269)",
"SCALE_PARAM(5, thickness, 1.258)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.005191)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.005725)",
"ADD_MEMBER(4, 8, 6061_T6_Aluminum, Pipe, 0.046421, 0.006210)",
"SCALE_PARAM(all_members, thickn... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_37 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(9, thickness, 1.479)",
"SCALE_PARAM(12, thickness, 1.502)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.003119)",
"SCALE_PARAM(all_members, thickness, 1.115)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.004006)",
"SCALE_PARAM(all_members, thickness, 1.272)",
"SCALE_PARA... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_38 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.125)",
"SCALE_PARAM(16, thickness, 1.546)",
"SCALE_PARAM(all_members, thickness, 1.285)",
"SCALE_PARAM(all_members, thickness, 1.312)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.004972)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_39 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.005205)",
"SCALE_PARAM(19, thickness, 1.462)",
"SCALE_PARAM(all_members, thickness, 1.214)",
"SCALE_PARAM(19, thickness, 1.499)",
"ADD_MEMBER(1, 7, 6061_T6_Aluminum, Pipe, 0.031362, 0.005227)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_40 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.174)",
"SCALE_PARAM(all_members, thickness, 1.245)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.004051)",
"SCALE_PARAM(all_members, thickness, 1.167)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_41 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.003584)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.003523)",
"SCALE_PARAM(all_members, thickness, 1.117)",
"SCALE_PARAM(all_members, thickness, 1.214)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.004008)",
"SCALE_PARAM(all_membe... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_42 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.242)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.002990)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.003568)",
"SCALE_PARAM(all_members, thickness, 1.252)",
"SCALE_PARAM(all_members, thickness, 1.114)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_43 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.290)",
"SCALE_PARAM(15, thickness, 1.215)",
"SCALE_PARAM(all_members, thickness, 1.143)",
"SCALE_PARAM(all_members, thickness, 1.241)",
"SCALE_PARAM(7, thickness, 1.236)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.004457)",
"SCALE_PARAM(all_members, thi... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_44 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(0, thickness, 1.282)",
"SCALE_PARAM(16, thickness, 1.610)",
"SCALE_PARAM(all_members, thickness, 1.185)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.005531)",
"SCALE_PARAM(all_members, thickness, 1.290)",
"SCALE_PARAM(0, thickness, 1.332)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_45 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.159)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.003640)",
"SCALE_PARAM(20, thickness, 1.181)",
"SCALE_PARAM(all_members, thickness, 1.144)",
"SCALE_PARAM(6, thickness, 1.196)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_46 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.003616)",
"SCALE_PARAM(19, thickness, 1.209)",
"SCALE_PARAM(0, thickness, 1.215)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.004382)",
"SCALE_PARAM(all_members, thickness, 1.307)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_47 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(0, thickness, 1.232)",
"SCALE_PARAM(all_members, thickness, 1.188)",
"SCALE_PARAM(10, thickness, 1.650)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.005141)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.003848)",
"SCALE_PARAM(all_members, thickness, 1.229)",
"OPTIMAL_ST... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_48 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.004402)",
"SCALE_PARAM(5, thickness, 1.335)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.003892)",
"SCALE_PARAM(all_members, thickness, 1.277)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_49 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(1, thickness, 1.524)",
"SCALE_PARAM(18, thickness, 1.462)",
"SCALE_PARAM(17, thickness, 1.443)",
"SCALE_PARAM(all_members, thickness, 1.124)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.003772)",
"SCALE_PARAM(all_members, thickness, 1.318)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_50 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.000746)",
"SCALE_PARAM(all_members, thickness, 1.250)",
"SCALE_PARAM(all_members, thickness, 1.114)",
"SCALE_PARAM(all_members, thickness, 1.261)",
"SCALE_PARAM(15, thickness, 1.312)",
"SCALE_PARAM(all_members, thickness, 1.259)",
"SCALE_PARAM(all_me... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_51 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.147)",
"SCALE_PARAM(all_members, thickness, 1.144)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.004972)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_52 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.267)",
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.002835)",
"SCALE_PARAM(all_members, thickness, 1.266)",
"SCALE_PARAM(all_members, thickness, 1.318)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_53 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(3, thickness, 1.473)",
"SCALE_PARAM(19, thickness, 1.623)",
"ADD_MEMBER(8, 9, 6061_T6_Aluminum, Pipe, 0.033784, 0.005631)",
"SCALE_PARAM(0, thickness, 1.357)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_54 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(4, thickness, 1.383)",
"SCALE_PARAM(all_members, thickness, 1.258)",
"SCALE_PARAM(all_members, thickness, 1.325)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_55 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.174)",
"SCALE_PARAM(all_members, thickness, 1.266)",
"SCALE_PARAM(12, thickness, 1.294)",
"SCALE_PARAM(16, thickness, 1.309)",
"SCALE_PARAM(0, thickness, 1.361)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_56 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.004838)",
"SCALE_PARAM(all_members, thickness, 1.163)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_57 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(5, thickness, 1.333)",
"SCALE_PARAM(1, thickness, 1.319)",
"SCALE_PARAM(16, thickness, 1.272)",
"SCALE_PARAM(4, thickness, 1.190)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.006468)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.006000)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_58 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(19, thickness, 1.600)",
"SCALE_PARAM(all_members, thickness, 1.217)",
"SCALE_PARAM(13, thickness, 1.495)",
"SCALE_PARAM(12, thickness, 1.321)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_59 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(7, thickness, 1.610)",
"SCALE_PARAM(all_members, thickness, 1.145)",
"SCALE_PARAM(5, thickness, 1.431)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_60 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.001714)",
"SCALE_PARAM(18, thickness, 1.182)",
"SCALE_PARAM(16, thickness, 1.399)",
"SCALE_PARAM(1, thickness, 1.618)",
"SCALE_PARAM(14, thickness, 1.248)",
"SCALE_PARAM(15, thickness, 1.414)",
"SCALE_PARAM(all_members, thickness, 1.166)",
"OPTIMAL... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_61 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(18, thickness, 1.631)",
"SCALE_PARAM(all_members, thickness, 1.294)",
"SCALE_PARAM(19, thickness, 1.389)",
"SCALE_PARAM(19, thickness, 1.200)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_62 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.285)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.005413)",
"SCALE_PARAM(20, thickness, 1.565)",
"SCALE_PARAM(all_members, thickness, 1.167)",
"SCALE_PARAM(13, thickness, 1.368)",
"SCALE_PARAM(18, thickness, 1.495)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_63 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.112)",
"SCALE_PARAM(all_members, thickness, 1.277)",
"SCALE_PARAM(all_members, thickness, 1.233)",
"SCALE_PARAM(all_members, thickness, 1.222)",
"ADD_MEMBER(3, 8, 6061_T6_Aluminum, Pipe, 0.024999, 0.004167)",
"SCALE_PARAM(5, thickness, 1.205)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_64 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.006000)",
"ADD_MEMBER(3, 7, 6061_T6_Aluminum, Pipe, 0.029834, 0.004972)",
"ADD_MEMBER(4, 8, 6061_T6_Aluminum, Pipe, 0.046421, 0.007737)",
"SCALE_PARAM(14, thickness, 1.311)",
"SCALE_PARAM(9, thickness, 1.645)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_65 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.211)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.005397)",
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.003605)",
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.004807)",
"ADD_MEMBER(1, 7, 6061_T6_Aluminum, Pipe, 0.031362, 0.004468)",
"SCA... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_66 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.005848)",
"SCALE_PARAM(all_members, thickness, 1.220)",
"SCALE_PARAM(17, thickness, 1.387)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_67 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.170)",
"SCALE_PARAM(13, thickness, 1.381)",
"SCALE_PARAM(9, thickness, 1.211)",
"SCALE_PARAM(all_members, thickness, 1.225)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_68 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(6, thickness, 1.527)",
"SCALE_PARAM(2, thickness, 1.211)",
"SCALE_PARAM(all_members, thickness, 1.168)",
"SCALE_PARAM(0, thickness, 1.404)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.006000)",
"SCALE_PARAM(11, thickness, 1.527)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_69 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(14, thickness, 1.393)",
"SCALE_PARAM(8, thickness, 1.316)",
"SCALE_PARAM(6, thickness, 1.493)",
"ADD_MEMBER(0, 6, 6061_T6_Aluminum, Pipe, 0.036002, 0.006000)",
"SCALE_PARAM(12, thickness, 1.623)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.006314)",
"ADD_MEMBER(3, 7, 6061_T6_Alum... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_70 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.004666)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.005269)",
"SCALE_PARAM(4, thickness, 1.391)",
"SCALE_PARAM(all_members, thickness, 1.227)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_71 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(20, thickness, 1.294)",
"SCALE_PARAM(all_members, thickness, 1.185)",
"SCALE_PARAM(1, thickness, 1.182)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_72 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.126)",
"SCALE_PARAM(11, thickness, 1.456)",
"SCALE_PARAM(11, thickness, 1.364)",
"SCALE_PARAM(all_members, thickness, 1.299)",
"ADD_MEMBER(4, 8, 6061_T6_Aluminum, Pipe, 0.046421, 0.007737)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_73 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.183)",
"SCALE_PARAM(17, thickness, 1.182)",
"SCALE_PARAM(all_members, thickness, 1.282)",
"SCALE_PARAM(all_members, thickness, 1.311)",
"SCALE_PARAM(1, thickness, 1.429)",
"OPTIMAL_STATE"
] | true | 0.983333 |
auto_problem_090 | auto_problem_090_trace_74 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.142)",
"SCALE_PARAM(all_members, thickness, 1.117)",
"SCALE_PARAM(4, thickness, 1.399)",
"ADD_MEMBER(2, 8, 6061_T6_Aluminum, Pipe, 0.034368, 0.004921)",
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.004831)",
"SCALE_PARAM(all_members, thickness, 1.164)",
"O... | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_75 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(12, thickness, 1.230)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.003550)",
"SCALE_PARAM(7, thickness, 1.355)",
"SCALE_PARAM(all_members, thickness, 1.280)",
"SCALE_PARAM(all_members, thickness, 1.117)",
"SCALE_PARAM(all_members, thickness, 1.178)",
"SCALE_PARAM(all_members, thi... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_76 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.002411)",
"SCALE_PARAM(all_members, thickness, 1.235)",
"SCALE_PARAM(all_members, thickness, 1.192)",
"ADD_MEMBER(3, 9, 6061_T6_Aluminum, Pipe, 0.037884, 0.003982)",
"ADD_MEMBER(1, 6, 6061_T6_Aluminum, Pipe, 0.015033, 0.001580)",
"SCALE_PARAM(all_membe... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_77 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"ADD_MEMBER(1, 5, 6061_T6_Aluminum, Pipe, 0.028360, 0.004107)",
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.025301, 0.003664)",
"ADD_MEMBER(7, 8, 6061_T6_Aluminum, Pipe, 0.042795, 0.006197)",
"SCALE_PARAM(all_members, thickness, 1.151)",
"OPTIMAL_STATE"
] | true | 1 |
auto_problem_090 | auto_problem_090_trace_78 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.176)",
"ADD_MEMBER(2, 7, 6061_T6_Aluminum, Pipe, 0.011985, 0.001500)",
"SCALE_PARAM(6, thickness, 1.562)",
"ADD_MEMBER(2, 6, 6061_T6_Aluminum, Pipe, 0.033743, 0.004222)",
"SCALE_PARAM(12, thickness, 1.218)",
"SCALE_PARAM(19, thickness, 1.302)",
"SCALE_PARAM(all_mem... | true | 0.95 |
auto_problem_090 | auto_problem_090_trace_79 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(all_members, thickness, 1.120)",
"SCALE_PARAM(4, thickness, 1.238)",
"SCALE_PARAM(all_members, thickness, 1.218)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.005564)",
"SCALE_PARAM(all_members, thickness, 1.163)",
"SCALE_PARAM(4, thickness, 1.253)",
"OPTIMAL_STATE"
] | true | 0.966667 |
auto_problem_090 | auto_problem_090_trace_80 | PROBLEM: Truss optimization problem (ground structure variant 90)
INITIAL STRUCTURE:
Joints (10 total):
J0: pos=(0.00, 0.00) [pinned]
J1: pos=(3.20, 0.00) [free]
J2: pos=(6.40, 0.00) [free]
J3: pos=(9.60, 0.00) [free]
J4: pos=(12.80, 0.00) [roller]
J5: pos=(0.00, 1.92) [free]
J6: pos=(3.20, 1.92) [free]
J7: pos=(6.40, 1.92) [free]
J8: pos=(9.60, 1.92) [free]
J9: pos=(12.80, 1.92) [free]
Members (18 total):
M0: J0-J1 [6061_T6_Aluminum, Pipe(r=0.0321, t=0.0045)]
M1: J1-J2 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M2: J2-J3 [6061_T6_Aluminum, Pipe(r=0.0439, t=0.0062)]
M3: J3-J4 [6061_T6_Aluminum, Pipe(r=0.0414, t=0.0058)]
M4: J6-J7 [6061_T6_Aluminum, Pipe(r=0.0388, t=0.0055)]
M5: J7-J8 [6061_T6_Aluminum, Pipe(r=0.0428, t=0.0060)]
M6: J0-J5 [6061_T6_Aluminum, Pipe(r=0.0342, t=0.0048)]
M7: J1-J6 [6061_T6_Aluminum, Pipe(r=0.0150, t=0.0015)]
M8: J2-J7 [6061_T6_Aluminum, Pipe(r=0.0120, t=0.0013)]
M9: J3-J8 [6061_T6_Aluminum, Pipe(r=0.0250, t=0.0035)]
M10: J4-J9 [6061_T6_Aluminum, Pipe(r=0.0322, t=0.0046)]
M11: J0-J6 [6061_T6_Aluminum, Pipe(r=0.0360, t=0.0051)]
M12: J1-J5 [6061_T6_Aluminum, Pipe(r=0.0284, t=0.0040)]
M13: J1-J7 [6061_T6_Aluminum, Pipe(r=0.0314, t=0.0044)]
M14: J2-J6 [6061_T6_Aluminum, Pipe(r=0.0337, t=0.0039)]
M15: J2-J8 [6061_T6_Aluminum, Pipe(r=0.0344, t=0.0049)]
M16: J3-J9 [6061_T6_Aluminum, Pipe(r=0.0379, t=0.0054)]
M17: J4-J8 [6061_T6_Aluminum, Pipe(r=0.0464, t=0.0066)]
LOADING:
Joint J5: Force=(0, -59919, 0) N
Joint J8: Force=(0, -56923, 0) N
Joint J9: Force=(0, -37114, 0) N
DESIGN GOALS:
- Minimum Factor of Safety (buckling): 1.5
- Minimum Factor of Safety (yielding): 1.5
- Maximum allowable mass: 225.17 kg
- Objective: Minimize mass while satisfying FOS constraints | {
"mass": 143.7734564006,
"fos_buckling": 0.7853473297,
"fos_yielding": 2.4226747409,
"deflection": 0.0146586437,
"is_feasible": false
} | [
"SCALE_PARAM(12, thickness, 1.418)",
"ADD_MEMBER(6, 7, 6061_T6_Aluminum, Pipe, 0.038808, 0.006468)",
"ADD_MEMBER(1, 7, 6061_T6_Aluminum, Pipe, 0.031362, 0.005227)",
"OPTIMAL_STATE"
] | true | 1 |
DesignBench-Truss
Overview
DesignBench-Truss is the benchmark split (problems 090–099) of DesignBench, a dataset for teaching and evaluating large language models on iterative structural engineering design via Tree-of-Thought reasoning.
Each problem requires minimising the mass of a 2-D pin-jointed truss structure while satisfying structural safety constraints (factor of safety ≥ 1.5 for both buckling and yielding failure modes). A finite-element analysis oracle (trussme) provides deterministic feedback after every design modification.
Task Description
Given an initial truss design with known joint positions, member cross-sections, material properties, and loading conditions, a model must produce a sequence of discrete grammar actions that transform the design into a feasible, mass-minimised structure.
Grammar Actions
| Action | Signature | Description |
|---|---|---|
| SCALE_PARAM | SCALE_PARAM(member_id_or_all, param, factor) |
Scale one parameter of one (or all) members |
| SCALE_MULTI_PARAM | SCALE_MULTI_PARAM([member_ids], [param:factor, ...]) |
Scale multiple parameters simultaneously |
| ADD_MEMBER | ADD_MEMBER(joint1, joint2, material, shape_type, r, t) |
Add a new pipe member between two joints |
Data Format
benchmark.json
Flat list of examples — one per gold trace — with the following fields:
{
"problem_id": "auto_problem_090",
"trace_id": "auto_problem_090_trace_0",
"problem_text": "PROBLEM: Truss optimization ...",
"initial_state": {
"mass": 142.5,
"fos_buckling": 0.31,
"fos_yielding": 1.09,
"deflection": 0.038,
"is_feasible": false
},
"gold_action_sequence": [
"ADD_MEMBER(5, 6, 6061_T6_Aluminum, Pipe, 0.0497, 0.0056)",
"SCALE_PARAM(all_members, thickness, 1.28)"
],
"reaches_solution": true,
"trace_quality": 0.98
}
problems/
Raw problem JSON files containing joint positions, member topology, loads, and design constraints.
trees/
Full modification trees as JSON. Each tree contains all explored design states (nodes) and the grammar actions connecting them (edges).
traces/
Serialized gold traces — lists of node-sequences extracted from each tree.
Metrics
| Metric | Description |
|---|---|
| feasibility_rate | Fraction of episodes reaching is_feasible=True |
| mass_reduction | (initial_mass - final_mass) / initial_mass |
| grammar_validity_rate | Fraction of steps with parseable grammar actions |
| avg_steps_to_feasibility | Mean episode length when a feasible design is found |
| overall_score | Weighted composite: design_correctness (0.5) + structural_validity (0.25) + reasoning_quality (0.15) + grammar_compliance (0.10) |
Example Usage
import json
with open("benchmark.json") as f:
examples = json.load(f)
print(f"Loaded {len(examples)} benchmark examples")
for ex in examples[:3]:
print(ex["problem_id"], "->", ex["reaches_solution"],
"actions:", len(ex["gold_action_sequence"]))
Citation
@misc{designbench2025,
title = {DesignBench: A Benchmark for Iterative Structural Engineering Design},
author = {DesignBench Authors},
year = {2025},
note = {https://huggingface.co/datasets/DesignBench-Truss}
}
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