{
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   "i": 0,
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   "tipo": "texto",
   "texto": "Documento Básico SE-M Madera",
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   "negrita": true
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  {
   "i": 1,
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   "texto": "SE-M 27",
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  },
  {
   "i": 2,
   "bbox": [
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   "tipo": "texto",
   "texto": "\nángulo representado en la figura 6.7.",
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   "negrita": false
  },
  {
   "i": 3,
   "bbox": [
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   "tipo": "texto",
   "texto": "Figura 6.7. Compresión inclinada respecto a la fibra (ángulo )",
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   "negrita": true
  },
  {
   "i": 4,
   "bbox": [
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   "tipo": "texto",
   "texto": "6.2.2  Flexión y tracción axial combinadas",
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   "negrita": true
  },
  {
   "i": 5,
   "bbox": [
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   "tipo": "texto",
   "texto": "1\nDeben cumplirse las condiciones siguientes:",
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   "negrita": false
  },
  {
   "i": 6,
   "bbox": [
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    272.4,
    210.3,
    291.5
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   "tipo": "texto",
   "texto": "1\nf\nk\n+\nf\n+\nf\nd\nz,\nm,",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 7,
   "bbox": [
    127.9,
    269.8,
    194.9,
    291.5
   ],
   "tipo": "texto",
   "texto": "d\nz,\nm,\nm\nd\ny,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 8,
   "bbox": [
    129.0,
    269.3,
    146.9,
    276.3
   ],
   "tipo": "texto",
   "texto": "d\ny,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 9,
   "bbox": [
    96.6,
    284.5,
    110.6,
    291.5
   ],
   "tipo": "texto",
   "texto": "d\nt,0,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 10,
   "bbox": [
    91.6,
    264.5,
    203.4,
    282.3
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   "tipo": "texto",
   "texto": "d\nt,0,\n\n\n\n",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 11,
   "bbox": [
    512.4,
    272.3,
    541.3,
    282.2
   ],
   "tipo": "texto",
   "texto": "(6.17)",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 12,
   "bbox": [
    92.9,
    304.3,
    210.3,
    323.4
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   "tipo": "texto",
   "texto": "1\nf\n+\nf\nk\n+\nf\nd\nz,\nm,",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 13,
   "bbox": [
    177.0,
    301.7,
    194.9,
    308.7
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   "tipo": "texto",
   "texto": "d\nz,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 14,
   "bbox": [
    140.6,
    316.4,
    158.6,
    323.4
   ],
   "tipo": "texto",
   "texto": "d\ny,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 15,
   "bbox": [
    96.6,
    301.2,
    159.7,
    323.4
   ],
   "tipo": "texto",
   "texto": "d\ny,\nm,\nm\nd\nt,0,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 16,
   "bbox": [
    91.6,
    296.4,
    203.4,
    314.2
   ],
   "tipo": "texto",
   "texto": "d\nt,0,\n\n\n\n",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 17,
   "bbox": [
    512.4,
    304.2,
    541.3,
    314.1
   ],
   "tipo": "texto",
   "texto": "(6.18)",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 18,
   "bbox": [
    88.8,
    347.0,
    123.5,
    357.0
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   "tipo": "texto",
   "texto": "siendo:",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 19,
   "bbox": [
    90.2,
    361.9,
    292.7,
    372.5
   ],
   "tipo": "texto",
   "texto": "t,0,d\ntensión de cálculo a tracción paralela;",
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   "negrita": false
  },
  {
   "i": 20,
   "bbox": [
    90.2,
    378.0,
    307.9,
    387.9
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   "tipo": "texto",
   "texto": "ft,0,d\nresistencia de cálculo a tracción paralela;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 21,
   "bbox": [
    90.2,
    392.9,
    323.4,
    403.4
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   "tipo": "texto",
   "texto": "m,y,d\ntensión de cálculo a flexión respecto al eje y;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 22,
   "bbox": [
    90.2,
    408.9,
    338.7,
    418.9
   ],
   "tipo": "texto",
   "texto": "fm,y,d\nresistencia de cálculo a flexión respecto al eje y;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 23,
   "bbox": [
    90.2,
    424.0,
    323.4,
    434.5
   ],
   "tipo": "texto",
   "texto": "m,z,d\ntensión de cálculo a flexión respecto al eje z;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 24,
   "bbox": [
    90.2,
    440.0,
    338.7,
    463.4
   ],
   "tipo": "texto",
   "texto": "fm,z,d\nresistencia de cálculo a flexión respecto al eje z;\nkm\nfactor definido en el apartado 6.1.7.",
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   "negrita": false
  },
  {
   "i": 25,
   "bbox": [
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    484.8
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   "tipo": "texto",
   "texto": "6.2.3  Flexión y compresión axial combinadas",
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   "negrita": true
  },
  {
   "i": 26,
   "bbox": [
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    288.5,
    504.5
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   "tipo": "texto",
   "texto": "1\nDeben cumplirse las siguientes condiciones:",
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   "negrita": false
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  {
   "i": 27,
   "bbox": [
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    521.6,
    226.5,
    541.0
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   "tipo": "texto",
   "texto": "1\nf\nk\n+\nf\n+\nf\nd\nz,\nm,",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 28,
   "bbox": [
    145.7,
    518.8,
    211.1,
    541.0
   ],
   "tipo": "texto",
   "texto": "d\nz,\nm,\nm\nd\ny,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 29,
   "bbox": [
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    509.8,
    163.7,
    525.2
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   "tipo": "texto",
   "texto": "d\ny,\nm,\n2",
   "tamano": 7.0,
   "negrita": false
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  {
   "i": 30,
   "bbox": [
    102.4,
    534.0,
    117.4,
    541.0
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   "tipo": "texto",
   "texto": "d\nc,0,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 31,
   "bbox": [
    103.4,
    513.5,
    219.6,
    542.8
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   "tipo": "texto",
   "texto": "d\nc,0,\n\n\n\n\n",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 32,
   "bbox": [
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    542.8
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   "tipo": "texto",
   "texto": "\n\n",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 33,
   "bbox": [
    91.7,
    512.4,
    541.3,
    531.6
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   "tipo": "texto",
   "texto": "\n(6.19)",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 34,
   "bbox": [
    98.8,
    569.0,
    226.5,
    588.4
   ],
   "tipo": "texto",
   "texto": "1\nf\n+\nf\nk\n+\nf\nd\nz,\nm,",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 35,
   "bbox": [
    194.2,
    566.2,
    211.1,
    573.2
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   "tipo": "texto",
   "texto": "d\nz,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 36,
   "bbox": [
    158.5,
    581.4,
    175.6,
    588.4
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   "tipo": "texto",
   "texto": "d\ny,\nm,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 37,
   "bbox": [
    144.8,
    565.6,
    176.7,
    580.5
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   "tipo": "texto",
   "texto": "d\ny,\nm,\nm",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 38,
   "bbox": [
    124.8,
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    128.7,
    564.2
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   "tipo": "texto",
   "texto": "2",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 39,
   "bbox": [
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    117.4,
    588.4
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   "tipo": "texto",
   "texto": "d\nc,0,",
   "tamano": 7.0,
   "negrita": false
  },
  {
   "i": 40,
   "bbox": [
    103.4,
    560.9,
    219.6,
    590.2
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   "tipo": "texto",
   "texto": "d\nc,0,\n\n\n\n\n",
   "tamano": 10.0,
   "negrita": false
  },
  {
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   "bbox": [
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    124.1,
    590.2
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   "tipo": "texto",
   "texto": "\n\n",
   "tamano": 10.0,
   "negrita": false
  },
  {
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    572.9
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   "tipo": "texto",
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   "tamano": 10.0,
   "negrita": false
  },
  {
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   "bbox": [
    88.8,
    583.1,
    541.3,
    606.6
   ],
   "tipo": "texto",
   "texto": "(6.20)",
   "tamano": 10.0,
   "negrita": false
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  {
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   "bbox": [
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   "tipo": "texto",
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   "tamano": 10.0,
   "negrita": false
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   "bbox": [
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    627.0,
    309.2,
    637.5
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   "tipo": "texto",
   "texto": "c,0,d\ntensión de cálculo a compresión paralela;",
   "tamano": 10.0,
   "negrita": false
  },
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   "bbox": [
    91.3,
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    324.5,
    653.0
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   "tipo": "formula_sospechosa",
   "texto": "fc,0,d\nresistencia de cálculo a compresión paralela;",
   "tamano": 10.0,
   "negrita": false,
   "pendiente_verificacion": true
  },
  {
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   "bbox": [
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    323.4,
    668.6
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   "tipo": "texto",
   "texto": "m,y,d  tensión de cálculo a flexión respecto al eje y;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 48,
   "bbox": [
    91.3,
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    338.7,
    684.1
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   "tipo": "texto",
   "texto": "fm,y,d\nresistencia de cálculo a flexión respecto al eje y;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 49,
   "bbox": [
    91.3,
    689.0,
    323.4,
    699.6
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   "tipo": "texto",
   "texto": "m,z,d\ntensión de cálculo a flexión respecto al eje z;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 50,
   "bbox": [
    91.3,
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    338.7,
    715.1
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   "tipo": "texto",
   "texto": "fm,z,d\nresistencia de cálculo a flexión respecto al eje z;",
   "tamano": 10.0,
   "negrita": false
  },
  {
   "i": 51,
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    91.3,
    720.6,
    282.7,
    730.5
   ],
   "tipo": "texto",
   "texto": "km\nfactor definido en el apartado 6.1.7.",
   "tamano": 10.0,
   "negrita": false
  }
 ],
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}