PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 125 0.018 0.012 0.018 0.012 0.024 0.012 245 105 0.025 0.017 0.025 0.017 0.034 0.017 126 0.019 0.013 0.019 0.013 0.026 0.013 246 106 0.020 0.013 0.020 0.013 0.027 0.013 127 0.002 0.001 0.002 0.001 0.002 0.001 247 107 0.017 0.012 0.017 0.012 0.024 0.012 128 0.001 0.001 0.001 0.001 0.002 0.001 248 108 0.019 0.013 0.019 0.013 0.026 0.013 129 0.001 0.001 0.001 0.001 0.002 0.001 249 109 0.019 0.013 0.019 0.013 0.026 0.013 130 0.001 0.001 0.001 0.001 0.002 0.001 250 110 0.019 0.013 0.019 0.013 0.026 0.013 131 0.001 0.001 0.001 0.001 0.002 0.001 251 111 0.019 0.013 0.019 0.013 0.026 0.013 132 0.001 0.001 0.001 0.001 0.002 0.001 252 112 0.019 0.013 0.019 0.013 0.026 0.013 133 0.001 0.001 0.001 0.001 0.002 0.001 253 113 0.019 0.013 0.019 0.013 0.026 0.013 134 0.001 0.001 0.001 0.001 0.002 0.001 254 114 0.019 0.013 0.019 0.013 0.026 0.013 135 0.001 0.001 0.001 0.001 0.002 0.001 255 115 0.019 0.013 0.019 0.013 0.026 0.013 136 0.001 0.001 0.001 0.001 0.002 0.001 256 116 0.019 0.013 0.019 0.013 0.026 0.013 137 0.001 0.001 0.001 0.001 0.002 0.001 257 117 0.019 0.013 0.019 0.013 0.026 0.013 138 0.001 0.001 0.001 0.001 0.002 0.001 258 118 0.019 0.013 0.019 0.013 0.026 0.013 139 0.001 0.001 0.001 0.001 0.002 0.001 259 119 0.019 0.013 0.019 0.013 0.026 0.013 140 0.001 0.001 0.001 0.001 0.002 0.001 260 120 0.019 0.013 0.019 0.013 0.026 0.013 141 0.001 0.001 0.001 0.001 0.002 0.001 261 121 0.019 0.013 0.019 0.013 0.026 0.013 142 0.001 0.001 0.001 0.001 0.002 0.001 262 122 0.019 0.013 0.019 0.013 0.026 0.013 143 0.001 0.001 0.001 0.001 0.002 0.001 263 123 0.019 0.013 0.019 0.013 0.026 0.013 144 0.001 0.001 0.001 0.001 0.002 0.001 264 124 0.019 0.013 0.019 0.013 0.026 0.013 145 0.001 0.001 0.001 0.001 0.002 0.001 265 125 0.017 0.012 0.017 0.012 0.024 0.012 146 0.001 0.001 0.001 0.001 0.002 0.001 266 126 0.020 0.013 0.020 0.013 0.027 0.013 147 0.002 0.001 0.002 0.001 0.002 0.001 267 127 0.003 0.002 0.003 0.002 0.005 0.002 148 -0.019 -0.029 -0.019 -0.029 -0.019 -0.039 268 128 0.001 0.001 0.001 0.001 0.001 0.001 149 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 269 129 0.002 0.001 0.002 0.001 0.002 0.001 150 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 270 130 0.001 0.001 0.001 0.001 0.002 0.001 151 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 248
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 271 131 0.001 0.001 0.001 0.001 0.002 0.001 152 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 272 132 0.001 0.001 0.001 0.001 0.002 0.001 153 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 273 133 0.001 0.001 0.001 0.001 0.002 0.001 154 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 274 134 0.001 0.001 0.001 0.001 0.002 0.001 155 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 275 135 0.001 0.001 0.001 0.001 0.002 0.001 156 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 276 136 0.001 0.001 0.001 0.001 0.002 0.001 157 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 277 137 0.001 0.001 0.001 0.001 0.002 0.001 158 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 278 138 0.001 0.001 0.001 0.001 0.002 0.001 159 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 279 139 0.001 0.001 0.001 0.001 0.002 0.001 160 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 280 140 0.001 0.001 0.001 0.001 0.002 0.001 161 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 281 141 0.001 0.001 0.001 0.001 0.002 0.001 162 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 282 142 0.001 0.001 0.001 0.001 0.002 0.001 163 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 283 143 0.001 0.001 0.001 0.001 0.002 0.001 164 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 284 144 0.001 0.001 0.001 0.001 0.002 0.001 165 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 285 145 0.002 0.001 0.002 0.001 0.002 0.001 166 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 286 146 0.001 0.001 0.001 0.001 0.001 0.001 167 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 287 147 0.003 0.002 0.003 0.002 0.005 0.002 168 -0.019 -0.029 -0.019 -0.029 -0.019 -0.039 288 148 -0.018 -0.028 -0.018 -0.028 -0.018 -0.037 169 -0.035 -0.053 -0.035 -0.053 -0.035 -0.072 289 149 -0.017 -0.026 -0.017 -0.026 -0.017 -0.035 170 -0.029 -0.044 -0.029 -0.044 -0.029 -0.060 290 150 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 171 -0.032 -0.049 -0.032 -0.049 -0.032 -0.066 291 151 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 172 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 292 152 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 173 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 293 153 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 174 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 294 154 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 175 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 295 155 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 176 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 296 156 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 177 -0.032 -0.048 -0.032 -0.048 -0.032 -0.065 297 157 -0.019 -0.028 -0.019 -0.028 -0.019 -0.038 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 249
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
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1.- ANTECEDENTES PROYECTO DE “ACO
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PROYECTO DE “ACONDICIONAMIENTO DE
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**** Adjusted Coordinates **** Proj
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BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
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ACTIVITY.LOG 9 2.939220e-004 10 5.8
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CLOSURES.LOG CLOSURES LOG NETWORK =
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BIGRESID.LOG 1 N18 -**- -3.9933m 0.
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SUMMARY OF COVARIANCES NETWORK = VI
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COVAR.LOG 194 311ø02'02" 0.12" 160
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COVAR.LOG N11 349ø26'51" 1.19" 105
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COVAR.LOG N5 -2.6127m 0.0073m -**-
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COVAR.LOG N20 320ø49'02" 0.39" 767
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COORDS.LOG 13 N18 Y= 4807932.1409 +
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LISTADO DE BASES DE REPLANTEO Siste
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BASE R.: N2 COORDENADAS UTM: X = Y
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BASE R.: 171R - N10 COORDENADAS UTM
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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Page 417 and 418: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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