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   "texto": "Documento Básico SE-A Acero",
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   "tipo": "texto",
   "texto": "Tabla 6.10 Coeficientes del momento equivalente",
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   "tipo": "texto",
   "texto": "Factor de momento flector\nEje de flexión\nPuntos arriostrados en dirección",
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   "tipo": "texto",
   "texto": "cm,y\ny–y\nz - z",
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   "tipo": "texto",
   "texto": "cm,z\nz - z\ny–y",
   "tamano": 9.0,
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  },
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   "tipo": "texto",
   "texto": "cm,LT\ny – y\ny–y",
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   "tipo": "texto",
   "texto": "Diagrama de Flectores",
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   "tipo": "texto",
   "texto": "Factor de momento uniforme equivalente",
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   "tipo": "texto",
   "texto": "cm,y = cm,i ( i =y )\ncm,z = cm,i ( i =z )\ncm,LT = cm,i ( i =LT )",
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   "negrita": false
  },
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   "tipo": "texto",
   "texto": "Momentos de extremo",
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   "tipo": "formula_sospechosa",
   "texto": "4\n,0\n4\n,0\n6,0\nc\ni,\nm\n≥\nψ\n⋅\n+\n=",
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   "negrita": false,
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   "tipo": "texto",
   "texto": "cm,i = 0,9",
   "tamano": 9.0,
   "negrita": false
  },
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   "tipo": "texto",
   "texto": "Momento debido a cargas laterales coplanarias",
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   "tipo": "texto",
   "texto": "cm,i = 0,95",
   "tamano": 9.0,
   "negrita": false
  },
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   "i": 15,
   "bbox": [
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    503.4,
    418.4
   ],
   "tipo": "formula_sospechosa",
   "texto": "4\n,0\n8,0\n1,0\nc\ni.\nm\n≥\nα\n⋅\n−\n=\n  si\n0\n1\n≤\nα\n≤\n−",
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   "negrita": false,
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   "bbox": [
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    501.3,
    436.4
   ],
   "tipo": "formula_sospechosa",
   "texto": "4\n,0\n8,0\n2,0\nc\ni.\nm\n≥\nα\n⋅\n+\n=\n  si\n1\n0\n≤\nα\n≤",
   "tamano": 9.0,
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  },
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   "i": 17,
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   ],
   "tipo": "texto",
   "texto": "Momentos debidos a cargas laterales y momentos de ex-",
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  },
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   "i": 18,
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   "tipo": "texto",
   "texto": "tremos",
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   "bbox": [
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    512.4,
    510.0
   ],
   "tipo": "formula_sospechosa",
   "texto": "h\ni.\nm\n05\n,0\n95\n,0\nc\nα\n⋅\n+\n=\n  con\n1\n1\nh ≤\nα\n≤\n−",
   "tamano": 10.0,
   "negrita": false,
   "pendiente_verificacion": true
  }
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