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   "texto": "R\nM\nE\nF",
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   "tipo": "texto",
   "texto": "o\ntransitoria",
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   "tipo": "texto",
   "texto": "Vuelco(2)",
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   "tipo": "texto",
   "texto": "Acciones estabilizadoras\n1,0\n1,0\n0,9(3)\n1,0",
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   "negrita": false
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   "i": 12,
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   "tipo": "texto",
   "texto": "Acciones desestabilizadoras\n1,0\n1,0\n1,8\n1,0",
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   "i": 13,
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   "tipo": "texto",
   "texto": "Estabilidad global\n1,0\n1,8\n1,0\n1,0",
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   "negrita": false
  },
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   "i": 14,
   "bbox": [
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    264.0
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   "tipo": "texto",
   "texto": "Capacidad estructural\n- (4)\n- (4)\n1,6(5)\n1,0",
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   "negrita": false
  },
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   "i": 15,
   "bbox": [
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   "tipo": "texto",
   "texto": "Pilotes",
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  },
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   "i": 16,
   "bbox": [
    232.3,
    288.3,
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    297.3
   ],
   "tipo": "texto",
   "texto": "Arrancamiento\n3,5\n1,0\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 17,
   "bbox": [
    232.3,
    304.6,
    523.2,
    313.6
   ],
   "tipo": "texto",
   "texto": "Rotura horizontal\n3,5\n1,0\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 18,
   "bbox": [
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    321.4,
    516.9,
    330.4
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   "tipo": "texto",
   "texto": "Pantallas",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 19,
   "bbox": [
    232.3,
    337.0,
    523.2,
    346.7
   ],
   "tipo": "texto",
   "texto": "Estabilidad fondo excavación\n1,0\n2,5(6)\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 20,
   "bbox": [
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    354.1,
    523.2,
    363.1
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   "tipo": "texto",
   "texto": "Sifonamiento\n1,0\n2,0\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 21,
   "bbox": [
    232.3,
    370.5,
    516.9,
    379.5
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   "tipo": "texto",
   "texto": "Rotación o traslación",
   "tamano": 9.0,
   "negrita": false
  },
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   "i": 22,
   "bbox": [
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   "tipo": "texto",
   "texto": "Equilibrio límite\n1\n1,0\n0,6(7)\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 23,
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   "tipo": "texto",
   "texto": "Modelo de Winkler\n1\n1,0\n0,6(7)\n1,0",
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   "negrita": false
  },
  {
   "i": 24,
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   "tipo": "texto",
   "texto": "Elementos finitos\n1,0\n1,5\n1,0\n1,0",
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   "negrita": false
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   "i": 25,
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   "tipo": "texto",
   "texto": "Extraordinaria",
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   "i": 26,
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    445.3
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   "tipo": "texto",
   "texto": "Hundimiento\n2,0(8)\n1,0\n1,0\n1,0",
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   "i": 27,
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   "tipo": "texto",
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   "negrita": false
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   "i": 29,
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   "tipo": "texto",
   "texto": "Acciones estabilizadoras\n1,0\n1,0\n0,9\n1,0",
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  },
  {
   "i": 30,
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    511.2
   ],
   "tipo": "texto",
   "texto": "Acciones desestabilizadoras\n1,0\n1,0\n1,2\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 31,
   "bbox": [
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    527.5
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   "tipo": "texto",
   "texto": "Estabilidad global\n1,0\n1,2\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 32,
   "bbox": [
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    544.0
   ],
   "tipo": "texto",
   "texto": "Capacidad estructural\n- (4)\n- (4)\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 33,
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   "tipo": "texto",
   "texto": "Pilotes",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 34,
   "bbox": [
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    577.1
   ],
   "tipo": "texto",
   "texto": "Arrancamiento\n2,3\n1,0\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 35,
   "bbox": [
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    593.5
   ],
   "tipo": "texto",
   "texto": "Rotura horizontal\n2,3\n1,0\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 36,
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   "tipo": "texto",
   "texto": "Pantallas",
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   "i": 37,
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    626.7
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   "tipo": "texto",
   "texto": "Rotación o traslación",
   "tamano": 9.0,
   "negrita": false
  },
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   "i": 38,
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    643.0
   ],
   "tipo": "texto",
   "texto": "Equilibrio límite\n-\n-\n-\n-",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 39,
   "bbox": [
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    650.4,
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    659.4
   ],
   "tipo": "texto",
   "texto": "Modelo de Winkler\n1,0\n1,0\n0,8\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 40,
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    675.7
   ],
   "tipo": "texto",
   "texto": "Elementos finitos\n1,0\n1,2\n1,0\n1,0",
   "tamano": 9.0,
   "negrita": false
  },
  {
   "i": 41,
   "bbox": [
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   ],
   "tipo": "texto",
   "texto": "(1) En pilotes se refiere a métodos basados en ensayos de campo o fórmulas analíticas (largo plazo), para métodos\nbasados en fórmulas analíticas (corto plazo), métodos basados en pruebas de carga hasta rotura y métodos basa-\ndos en pruebas dinámicas de hinca con control electrónico de la hinca y contraste con pruebas de carga, se podrá\ntomar 2,0.",
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   "negrita": false
  },
  {
   "i": 42,
   "bbox": [
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    736.9
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   "tipo": "texto",
   "texto": "(2) De aplicación en cimentaciones directas y muros.",
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  },
  {
   "i": 43,
   "bbox": [
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   ],
   "tipo": "texto",
   "texto": "(3) En cimentaciones directas, salvo justificación en contrario, no se considerará el empuje pasivo.",
   "tamano": 9.0,
   "negrita": false
  }
 ],
 "error_tablas": null
}