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   "texto": "Documento Básico SE-M Madera",
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   "tipo": "texto",
   "texto": "a) pieza central de acero de cualquier espesor;",
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   "texto": "min\nF",
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   "texto": "k\n,1,\nh\nRk\n,\ny",
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   "texto": "2\n1\nk\n,1,\nh",
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   "texto": "Rk\n,\ny\n1\nk\n,1,\nh",
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   "texto": "\n\n",
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   "texto": "\n\n",
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   "i": 15,
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   "tipo": "texto",
   "texto": "\n\n",
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   "i": 17,
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   "texto": "",
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   "texto": "\n\n",
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   "negrita": false
  },
  {
   "i": 19,
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   "tipo": "texto",
   "texto": "\n\n\n\n",
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  },
  {
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   "texto": "\n",
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   "texto": "",
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   "i": 22,
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   "tipo": "texto",
   "texto": "(8.22)",
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   "i": 23,
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   "tipo": "texto",
   "texto": "(8.23)",
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   "i": 24,
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   "texto": "(8.24)",
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   "tipo": "texto",
   "texto": "b) pieza central de madera:",
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   "tipo": "texto",
   "texto": "i)\nplaca delgada (t  0,5d);",
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  },
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   "tipo": "texto",
   "texto": "d\nf\nM\n2\n15\n,1",
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   "tipo": "texto",
   "texto": "d\nt\nf\n5,0\nmin\nF",
   "tamano": 10.0,
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  },
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   "tipo": "texto",
   "texto": "k,\n2\n,h\nRk\n,y",
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  },
  {
   "i": 30,
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   "tipo": "texto",
   "texto": "2\nk,\n2\n,\nh\nRk\n,v\n\n\n\n",
   "tamano": 10.0,
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  },
  {
   "i": 31,
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   "tipo": "texto",
   "texto": "\n\n\n",
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  },
  {
   "i": 32,
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   "tipo": "texto",
   "texto": "(8.25)",
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   "i": 33,
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   "tipo": "texto",
   "texto": "(8.26)",
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   "i": 34,
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   "tipo": "texto",
   "texto": "ii)\nplaca gruesa (t  d).",
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  {
   "i": 35,
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   "tipo": "texto",
   "texto": "d\nf\nM\n3,2",
   "tamano": 10.0,
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  },
  {
   "i": 36,
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   "tipo": "texto",
   "texto": "d\nt\nf\n5,0\nmin\nF",
   "tamano": 10.0,
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  },
  {
   "i": 37,
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   "tipo": "texto",
   "texto": "k,2\n,h\nRk\n,y",
   "tamano": 7.0,
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  },
  {
   "i": 38,
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   "tipo": "texto",
   "texto": "2\nk,2\n,h\nRk\n,\nv\n\n\n",
   "tamano": 10.0,
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  },
  {
   "i": 39,
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   "tipo": "texto",
   "texto": "\n\n\n",
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  },
  {
   "i": 40,
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   "tipo": "texto",
   "texto": "(8.27)",
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  },
  {
   "i": 41,
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   "tipo": "texto",
   "texto": "(8.28)",
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  },
  {
   "i": 42,
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   "tipo": "texto",
   "texto": "siendo:",
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  },
  {
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   "tipo": "texto",
   "texto": "Fv,Rk\ncapacidad de carga por plano de corte y elemento de fijación\nd\ndiámetro del elemento de fijación;\nti\nespesor del tablero o de la pieza o profundidad de penetración, referida a la pieza 1 ó 2,\nvéanse apartados 8.3.2 a 8.3.6;\nfh,i,k\nresistencia característica al aplastamiento en la pieza i;\nMy,Rk momento plástico característico, véanse apartados 8.3.2 a 8.3.6.\nFax,Rk capacidad de carga a la extracción del elemento de fijación;\n5\nLos diferentes modos de fallo, correspondientes a cada expresión, se representan gráficamente en la\nfigura 8.3.",
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  },
  {
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   "tipo": "texto",
   "texto": "Figura 8.3 Modos de fallo en las uniones entre acero y madera.\n6\nDebe tenerse en cuenta que la capacidad de carga de las uniones en testa puede reducirse por el\nposible fallo del perímetro que recoge al grupo de elementos de fijación. En el anejo H se incluye un\nmétodo que realizar este análisis.",
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  },
  {
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   "tipo": "texto",
   "texto": "(8.17)\n     (8.18)\n(8.19)\n  (8.20)\n       (8.21)\n(8.22)",
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  },
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   "i": 46,
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   "tipo": "texto",
   "texto": "(8.23)\n       (8.24)\n     (8.25)/(8.27)\n(8.26)\n   (8.28)",
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  }
 ],
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}