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The dataset generation failed
Error code: DatasetGenerationError
Exception: CastError
Message: Couldn't cast
conversations: list<item: struct<from: string, value: string>>
child 0, item: struct<from: string, value: string>
child 0, from: string
child 1, value: string
category: string
difficulty: string
source: string
difficulty_label: string
language: string
_procedural: bool
to
{'conversations': List({'from': Value('string'), 'value': Value('string')}), 'category': Value('string'), 'difficulty': Value('string')}
because column names don't match
Traceback: Traceback (most recent call last):
File "/usr/local/lib/python3.14/site-packages/datasets/builder.py", line 1816, in _prepare_split_single
for key, table in generator:
^^^^^^^^^
File "/src/services/worker/src/worker/job_runners/config/parquet_and_info.py", line 613, in wrapped
for item in generator(*args, **kwargs):
~~~~~~~~~^^^^^^^^^^^^^^^^^
File "/usr/local/lib/python3.14/site-packages/datasets/packaged_modules/json/json.py", line 343, in _generate_tables
self._cast_table(pa_table, json_field_paths=json_field_paths),
~~~~~~~~~~~~~~~~^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
File "/usr/local/lib/python3.14/site-packages/datasets/packaged_modules/json/json.py", line 132, in _cast_table
pa_table = table_cast(pa_table, self.info.features.arrow_schema)
File "/usr/local/lib/python3.14/site-packages/datasets/table.py", line 2369, in table_cast
return cast_table_to_schema(table, schema)
File "/usr/local/lib/python3.14/site-packages/datasets/table.py", line 2297, in cast_table_to_schema
raise CastError(
...<3 lines>...
)
datasets.table.CastError: Couldn't cast
conversations: list<item: struct<from: string, value: string>>
child 0, item: struct<from: string, value: string>
child 0, from: string
child 1, value: string
category: string
difficulty: string
source: string
difficulty_label: string
language: string
_procedural: bool
to
{'conversations': List({'from': Value('string'), 'value': Value('string')}), 'category': Value('string'), 'difficulty': Value('string')}
because column names don't match
The above exception was the direct cause of the following exception:
Traceback (most recent call last):
File "/src/services/worker/src/worker/job_runners/config/parquet_and_info.py", line 1369, in compute_config_parquet_and_info_response
parquet_operations, partial, estimated_dataset_info = stream_convert_to_parquet(
~~~~~~~~~~~~~~~~~~~~~~~~~^
builder, max_dataset_size_bytes=max_dataset_size_bytes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
)
^
File "/src/services/worker/src/worker/job_runners/config/parquet_and_info.py", line 948, in stream_convert_to_parquet
builder._prepare_split(split_generator=splits_generators[split], file_format="parquet")
~~~~~~~~~~~~~~~~~~~~~~^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
File "/usr/local/lib/python3.14/site-packages/datasets/builder.py", line 1683, in _prepare_split
for job_id, done, content in self._prepare_split_single(
~~~~~~~~~~~~~~~~~~~~~~~~~~^
gen_kwargs=gen_kwargs, job_id=job_id, **_prepare_split_args
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
):
^
File "/usr/local/lib/python3.14/site-packages/datasets/builder.py", line 1869, in _prepare_split_single
raise DatasetGenerationError("An error occurred while generating the dataset") from e
datasets.exceptions.DatasetGenerationError: An error occurred while generating the datasetNeed help to make the dataset viewer work? Make sure to review how to configure the dataset viewer, and open a discussion for direct support.
conversations list | category string | difficulty string |
|---|---|---|
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Cimentación: N=1243kN, terreno arcilla blanda con capacidad 150kPa"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate_footing... | cimentacion | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Design a square footing for 1383kN load on arcilla dura soil (qadm=300kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\... | cimentacion | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Classify section HEB-200 in S355 per EC3 Table 5.2"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_sect... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Clasifica la seccion IPE-300 en S275 segun EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=1193kN, qadm=150kPa, arcilla blanda"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": ... | cimentacion | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Classify section IPE-300 in S355 per EC3 Table 5.2"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_secti... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Comprueba la resistencia a cortante de HEB-200 S235 con V=615.7kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \... | acero | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Verificare la forfecare pentru IPE-400 S275 cu V=433.0kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\", \"arguments... | acero | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Resiste un IPE-300 S275 con M=120kNm?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\"... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Resiste un IPE-300 S275 con M=120kNm?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bending\", \"argume... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=819kN, qadm=250kPa, arena media"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ca... | cimentacion | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Cimentación: N=1432kN, terreno arcilla dura con capacidad 300kPa"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate_footing\"... | cimentacion | media |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Resiste un IPE-300 S275 con M=120kNm?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {... | acero | media |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Design a square footing for 1233kN load on roca soil (qadm=1000kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calc... | cimentacion | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Deformación de viga de 8.8m con carga repartida 27.0kN/m"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_deflection\", \"argum... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Verifica la flecha de una viga de 7.9m con carga 10.5kN/m e I=24601cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"c... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Deformación de viga de 7.7m con carga repartida 16.8kN/m"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_de... | acero | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Resiste un IPE-300 S275 con M=120kNm?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bending\", \"arguments\": {\"M_Ed_kNm\"... | acero | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Cortante en viga IPE-300 (S275): V=179.3kN. Resistencia a cortante suficiente?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verif... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasifica la seccion HEB-240 en S235 segun EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\"... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasifica IPE-300 en S275 segun EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\", \"argumen... | acero | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Que clase de seccion es HEB-240 en S355?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profi... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=993kN, qadm=150kPa, arcilla blanda"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=903kN, qadm=250kPa, arena media"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"cal... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Flecha máxima de viga simplemente apoyada L=7.3m, w=33.5kN/m, I=15629cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"n... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Deformación de viga de 9.4m con carga repartida 16.6kN/m"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_de... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_deflectio... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Clasificación de sección: HEB-240 con acero S355"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_sectio... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Classify section HEB-240 in S235 per EC3 Table 5.2"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_sect... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_deflecti... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Clasifica la seccion HEB-300 en S355 segun EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Flecha máxima de viga simplemente apoyada L=9.8m, w=13.6kN/m, I=24193cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"n... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Disena una zapata para carga de 953kN sobre terreno de arena media (qadm=250kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"n... | cimentacion | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Verifica a cortante IPE-300 con V=200kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\", \"arguments\": {\"profile\":... | acero | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Design a square footing for 471kN load on roca soil (qadm=1000kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate_footing... | cimentacion | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Verificare la forfecare pentru IPE-360 S275 cu V=531.1kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\", \"arguments... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Verifica a cortante IPE-300 con V=200kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\", \"argume... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Resistencia de 4 pernos M20 8.8 con F=100kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bolted_connec... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasificación de sección: HEB-300 con acero S275"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section... | acero | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Verificare la forfecare pentru IPE-300 S355 cu V=608.4kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\", \"arguments... | acero | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Clasificación de sección: IPE-360 con acero S275"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": ... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Disena una zapata para carga de 1343kN sobre terreno de roca (qadm=1000kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\"... | cimentacion | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Check deflection for a 4.5m beam with UDL 22.5kN/m, I=24867cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ch... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasificación de sección: IPE-360 con acero S355"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Verifica la flecha de una viga de 5.6m con carga 20.4kN/m e I=23153cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name... | acero | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\":... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Design a square footing for 1394kN load on roca soil (qadm=1000kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\":... | cimentacion | media |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Disena una zapata para carga de 1391kN sobre terreno de arena densa (qadm=400kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Resiste un IPE-300 S275 con M=120kNm?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bending\", \"argumen... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Design a square footing for 758kN load on arena media soil (qadm=250kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"n... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Verifica a cortante IPE-300 con V=200kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\", \"argumen... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Check deflection for a 6.7m beam with UDL 34.8kN/m, I=17783cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ch... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Verificare la forfecare pentru HEB-300 S275 cu V=1234.2kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasifică secțiunea IPE-360 din S275 conform EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Que aceleracion sismica tiene Bucarest?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"get_seismic_params\", \"... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Design a square footing for 216kN load on arcilla blanda soil (qadm=150kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{... | cimentacion | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Verifica a cortante el perfil IPE-300 en S275 con cortante V=463.2kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ver... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Disena zapata para 500kN en arena densa"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate_footing\", \"a... | acero | media |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=400kN, qadm=250kPa, arena media"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate_... | cimentacion | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_deflection\", \"arguments\":... | acero | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Classify section HEB-300 in S355 per EC3 Table 5.2"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\", \"arguments\"... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Resistencia de 4 pernos M20 8.8 con F=100kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bolted_connection\", ... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasifică secțiunea IPE-360 din S355 conform EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Classify section IPE-360 in S275 per EC3 Table 5.2"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_sect... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=646kN, qadm=250kPa, arena media"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ca... | cimentacion | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Que clase de seccion es HEB-200 en S235?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\", \"arguments\": {\"profi... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Design a square footing for 447kN load on roca soil (qadm=1000kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": ... | cimentacion | facil |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Disena una zapata para carga de 939kN sobre terreno de arcilla dura (qadm=300kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ca... | cimentacion | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Resiste un IPE-300 S275 con M=120kNm?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bending\", \"argumen... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Verifica la flecha de una viga de 8.0m con carga 32.8kN/m e I=13803cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"nam... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasifică secțiunea HEB-300 din S355 conform EC3"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Cortante en viga HEB-200 (S355): V=578.2kN. Resistencia a cortante suficiente?"
},
{
"from": "gpt",
"value": "<tool_call>{\"nam... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Clasificación de sección: HEB-240 con acero S275"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_sectio... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Flecha de viga de 6m con carga 20kN/m e I=8356cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_deflectio... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Clasificación de sección: IPE-360 con acero S235"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Clasificación de sección: HEB-200 con acero S355"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_sectio... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=401kN, qadm=1000kPa, roca"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculat... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Flecha máxima de viga simplemente apoyada L=6.5m, w=23.4kN/m, I=5012cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"nam... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Verificare la forfecare pentru IPE-400 S275 cu V=531.9kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_shear\",... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Resistencia de 4 pernos M20 8.8 con F=100kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_bolted_connect... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Cimentación: N=1450kN, terreno arena densa con capacidad 400kPa"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Check deflection for a 7.6m beam with UDL 23.6kN/m, I=10447cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"c... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Deformación de viga de 6.2m con carga repartida 19.5kN/m"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_d... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Design a square footing for 1369kN load on roca soil (qadm=1000kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calc... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Cortante en viga IPE-300 (S355): V=294.6kN. Resistencia a cortante suficiente?"
},
{
"from": "gpt",
"value": "<tool_call... | acero | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Disena una zapata para carga de 554kN sobre terreno de arena densa (qadm=400kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"n... | cimentacion | facil |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Check deflection for a 5.3m beam with UDL 28.5kN/m, I=13267cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_def... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Verificare la forfecare pentru HEB-200 S355 cu V=944.2kN"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"verify_... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Peso del IPE-300?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"lookup_section\", \"arguments\": {\"profile\":... | acero | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Design a square footing for 767kN load on arena densa soil (qadm=400kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate_f... | cimentacion | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Design a square footing for 1375kN load on arcilla dura soil (qadm=300kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"calculate... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Verifica la flecha de una viga de 9.5m con carga 26.2kN/m e I=21698cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=1387kN, qadm=300kPa, arcilla dura"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"c... | cimentacion | media |
[
{
"from": "system",
"value": "You are ORPHEON, structural engineer. Call the SPECIFIC tool for each query type."
},
{
"from": "human",
"value": "Disena una zapata para carga de 983kN sobre terreno de arcilla blanda (qadm=150kPa)"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"... | cimentacion | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Peso del IPE-300?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"lookup_section\", \"arguments\": {\"profile\": ... | acero | media |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Dimensiona zapata cuadrada: N=984kN, qadm=250kPa, arena media"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"cal... | cimentacion | media |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Que clase de seccion es IPE-300 en S235?"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"classify_section\", \"a... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, asistente de estructuras. IMPORTANTE: usa la herramienta ESPECÍFICA para cada cálculo."
},
{
"from": "human",
"value": "Cimentación: N=885kN, terreno arena media con capacidad 250kPa"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"ca... | cimentacion | media |
[
{
"from": "system",
"value": "Ești ORPHEON, inginer structural. Folosește instrumentul CORECT pentru fiecare tip de calcul."
},
{
"from": "human",
"value": "Check deflection for a 5.5m beam with UDL 22.2kN/m, I=16617cm4"
},
{
"from": "gpt",
"value": "<tool_call>{\"name\": \"check_def... | acero | facil |
[
{
"from": "system",
"value": "Eres ORPHEON, ingeniero estructural. DEBES llamar la herramienta correcta para cada tipo de consulta."
},
{
"from": "human",
"value": "Disena una zapata para carga de 1233kN sobre terreno de arcilla dura (qadm=300kPa)"
},
{
"from": "gpt",
"value": "<tool... | cimentacion | facil |
End of preview.
🏗️ ORPHEON Structural Dataset v4
264,494 ejemplos | 17 tools | 48 categorías
Correcciones en v4
- ✅ 132 respuestas adversariales únicas (antes 2)
- ✅ 7 MCP tools añadidas (search_web, get_normative, run_agent, validate_project, get_project_summary, get_project_quantities, calculate_duration_days)
- ✅ 17 herramientas totales (antes 11)
- ✅ 100% language coherence ES/EN/PT/RO
- ✅ Timber realistico: 57% passed, 15% failed
- ✅ 0 categorías artificiales de 2000 exactos
- ✅ query_bim_element reemplazado por lookup_section
Tools disponibles
search_web, get_normative, run_agent, validate_project, get_project_summary, get_project_quantities, calculate_duration_days, lookup_section, verify_bending, design_rc_section, verify_timber_bending, verify_bolted_connection, get_seismic_params, verify_shear, classify_section, check_deflection, calculate_footing
Validación
- 100% tool_calls verificados contra código real
- Quality Score ≥ 0.7
- Cross-validation 3+ fuentes
- Anti-overfitting: 1000+ templates únicos
Files
| File | Records |
|---|---|
| data/final_dataset_combined.jsonl | 264,494 |
| data/final_dataset_train.jsonl | 211,595 |
| data/final_dataset_val.jsonl | 26,449 |
| data/final_dataset_test.jsonl | 26,450 |
Uso
from datasets import load_dataset dataset = load_dataset("rapman/orpheon-structural-dataset", split="train")
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