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The dataset generation failed because of a cast error
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 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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)

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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
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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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