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   "texto": "Documento Básico SE-A Acero",
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   "texto": "Tabla 5.3 Límites de esbeltez para elementos planos, apoyados en dos bordes, total o parcialmente",
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   "texto": "Solicitación\nElemento plano\nLímite de esbeltez: c/t máximo",
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   "texto": "33\n,0\n67\n,0",
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   "texto": "Flexotracción1)",
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   "tipo": "formula_sospechosa",
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  },
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   "tipo": "formula_sospechosa",
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   "tipo": "formula_sospechosa",
   "texto": "ε\n5,\n41",
   "tamano": 10.0,
   "negrita": false,
   "pendiente_verificacion": true
  },
  {
   "i": 33,
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   "tipo": "formula_sospechosa",
   "texto": "ψ\n−\nψ\n−\nε\n)\n1\n(\n62",
   "tamano": 10.0,
   "negrita": false,
   "pendiente_verificacion": true
  },
  {
   "i": 35,
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   "tipo": "texto",
   "texto": "Caso especial:",
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   "negrita": false
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   "tipo": "texto",
   "texto": "sección tubular",
   "tamano": 10.0,
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   "tamano": 10.0,
   "negrita": false
  },
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    232.4,
    661.2
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   "texto": "Flexión simple",
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  },
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   "tipo": "texto",
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   "tamano": 10.0,
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   "tipo": "formula_sospechosa",
   "texto": "2\n50\nt\nd\nε\n≤\n2\n70\nt\nd\nε\n≤\n2\n90\nt\nd\nε\n≤",
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   "negrita": false,
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  },
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   "tipo": "texto",
   "texto": "Factor de reducción",
   "tamano": 10.0,
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  },
  {
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   "tipo": "formula_sospechosa",
   "texto": "yf\n235\n=\nε",
   "tamano": 10.0,
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   "pendiente_verificacion": true
  },
  {
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   "tipo": "formula_sospechosa",
   "texto": "1) ψ ≤ -1 es aplicable a los casos con deformaciones unitarias que superen las correspondientes al lími-\nte elástico",
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   "negrita": false,
   "pendiente_verificacion": true
  }
 ],
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}