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- ------------------------------------------------------------------------------ 134 0.783 -0.275 0.783 -0.275 1.174 -0.413 254 114 1.451 0.006 1.451 0.006 2.174 0.002 135 0.812 -0.285 0.812 -0.285 1.217 -0.429 255 115 1.496 0.006 1.496 0.006 2.242 0.003 136 0.840 -0.296 0.840 -0.296 1.260 -0.445 256 116 1.542 0.006 1.542 0.006 2.310 0.003 137 0.869 -0.307 0.869 -0.307 1.303 -0.460 257 117 1.496 0.006 1.496 0.006 2.242 0.003 138 0.840 -0.296 0.840 -0.296 1.260 -0.445 258 118 1.451 0.006 1.451 0.006 2.174 0.002 139 0.812 -0.285 0.812 -0.285 1.217 -0.429 259 119 1.406 0.005 1.406 0.005 2.106 0.002 140 0.783 -0.275 0.783 -0.275 1.174 -0.413 260 120 1.360 0.005 1.360 0.005 2.038 0.001 141 0.754 -0.264 0.754 -0.264 1.131 -0.397 261 121 1.315 0.008 1.315 0.008 1.970 0.006 142 0.726 -0.254 0.726 -0.254 1.088 -0.381 262 122 1.270 0.009 1.270 0.009 1.902 0.007 143 0.697 -0.243 0.697 -0.243 1.045 -0.365 263 123 1.224 0.009 1.224 0.009 1.834 0.007 144 0.673 -0.237 0.673 -0.237 1.009 -0.357 264 124 1.255 0.010 1.255 0.010 1.880 0.008 145 0.705 -0.248 0.705 -0.248 1.058 -0.372 265 125 1.289 0.009 1.289 0.009 1.930 0.007 146 0.677 -0.237 0.677 -0.237 1.015 -0.355 266 126 7.304 -0.006 7.304 -0.006 10.954 -0.016 147 4.963 -2.154 4.963 -2.154 7.445 -3.231 267 127 6.392 -0.435 6.392 -0.435 9.588 -0.654 148 0.031 -6.767 0.031 -6.767 0.057 -10.147 268 128 0.649 -0.351 0.649 -0.351 0.974 -0.527 149 -0.003 -1.288 -0.003 -1.288 0.004 -1.929 269 129 0.722 -0.248 0.722 -0.248 1.083 -0.372 150 -0.000 -1.215 -0.000 -1.215 0.009 -1.818 270 130 0.690 -0.223 0.690 -0.223 1.035 -0.336 151 -0.001 -1.202 -0.001 -1.202 0.008 -1.798 271 131 0.706 -0.230 0.706 -0.230 1.059 -0.346 152 -0.001 -1.242 -0.001 -1.242 0.008 -1.858 272 132 0.738 -0.237 0.738 -0.237 1.107 -0.356 153 -0.000 -1.282 -0.000 -1.282 0.009 -1.918 273 133 0.770 -0.244 0.770 -0.244 1.154 -0.366 154 0.001 -1.322 0.001 -1.322 0.010 -1.978 274 134 0.801 -0.250 0.801 -0.250 1.202 -0.376 155 0.002 -1.362 0.002 -1.362 0.012 -2.038 275 135 0.833 -0.257 0.833 -0.257 1.249 -0.386 156 0.002 -1.402 0.002 -1.402 0.013 -2.099 276 136 0.865 -0.264 0.865 -0.264 1.297 -0.396 157 0.003 -1.442 0.003 -1.442 0.014 -2.159 277 137 0.896 -0.270 0.896 -0.270 1.344 -0.406 158 0.004 -1.482 0.004 -1.482 0.015 -2.219 278 138 0.865 -0.264 0.865 -0.264 1.297 -0.396 159 0.003 -1.442 0.003 -1.442 0.014 -2.159 279 139 0.833 -0.257 0.833 -0.257 1.249 -0.386 160 0.002 -1.402 0.002 -1.402 0.013 -2.099 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 272
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 280 140 0.801 -0.250 0.801 -0.250 1.202 -0.376 161 0.002 -1.362 0.002 -1.362 0.012 -2.038 281 141 0.770 -0.244 0.770 -0.244 1.154 -0.366 162 0.001 -1.322 0.001 -1.322 0.010 -1.978 282 142 0.738 -0.237 0.738 -0.237 1.107 -0.356 163 -0.000 -1.282 -0.000 -1.282 0.009 -1.918 283 143 0.706 -0.230 0.706 -0.230 1.059 -0.346 164 -0.001 -1.242 -0.001 -1.242 0.008 -1.858 284 144 0.690 -0.223 0.690 -0.223 1.035 -0.336 165 -0.001 -1.202 -0.001 -1.202 0.008 -1.798 285 145 0.722 -0.248 0.722 -0.248 1.083 -0.372 166 -0.000 -1.215 -0.000 -1.215 0.009 -1.818 286 146 0.649 -0.351 0.649 -0.351 0.974 -0.527 167 -0.003 -1.288 -0.003 -1.288 0.004 -1.929 287 147 6.392 -0.435 6.392 -0.435 9.588 -0.654 168 0.031 -6.767 0.031 -6.767 0.057 -10.147 288 148 0.044 -5.170 0.044 -5.170 0.075 -7.751 169 -0.001 -10.679 -0.001 -10.679 0.016 -16.010 289 149 -0.005 -1.386 -0.005 -1.386 0.001 -2.075 170 -0.024 -2.028 -0.024 -2.028 -0.021 -3.035 290 150 0.001 -1.193 0.001 -1.193 0.010 -1.785 171 -0.026 -1.895 -0.026 -1.895 -0.023 -2.835 291 151 -0.001 -1.195 -0.001 -1.195 0.008 -1.789 172 -0.025 -1.881 -0.025 -1.881 -0.021 -2.814 292 152 -0.000 -1.232 -0.000 -1.232 0.009 -1.844 173 -0.024 -1.942 -0.024 -1.942 -0.020 -2.906 293 153 0.000 -1.269 0.000 -1.269 0.010 -1.899 174 -0.024 -2.003 -0.024 -2.003 -0.019 -2.997 294 154 0.001 -1.306 0.001 -1.306 0.011 -1.955 175 -0.018 -2.064 -0.018 -2.064 -0.010 -3.089 295 155 0.002 -1.343 0.002 -1.343 0.012 -2.010 176 -0.018 -2.125 -0.018 -2.125 -0.011 -3.180 296 156 0.003 -1.380 0.003 -1.380 0.014 -2.066 177 -0.019 -2.186 -0.019 -2.186 -0.012 -3.272 297 157 0.004 -1.417 0.004 -1.417 0.015 -2.121 178 -0.020 -2.247 -0.020 -2.247 -0.013 -3.363 298 158 0.005 -1.454 0.005 -1.454 0.017 -2.177 179 -0.020 -2.308 -0.020 -2.308 -0.014 -3.455 299 159 0.004 -1.417 0.004 -1.417 0.015 -2.121 180 -0.020 -2.247 -0.020 -2.247 -0.013 -3.363 300 160 0.003 -1.380 0.003 -1.380 0.014 -2.066 181 -0.019 -2.186 -0.019 -2.186 -0.012 -3.272 301 161 0.002 -1.343 0.002 -1.343 0.012 -2.010 182 -0.018 -2.125 -0.018 -2.125 -0.011 -3.180 302 162 0.001 -1.306 0.001 -1.306 0.011 -1.955 183 -0.018 -2.064 -0.018 -2.064 -0.010 -3.089 303 163 0.000 -1.269 0.000 -1.269 0.010 -1.899 184 -0.024 -2.003 -0.024 -2.003 -0.019 -2.997 304 164 -0.000 -1.232 -0.000 -1.232 0.009 -1.844 185 -0.024 -1.942 -0.024 -1.942 -0.020 -2.906 305 165 -0.001 -1.195 -0.001 -1.195 0.008 -1.789 186 -0.025 -1.881 -0.025 -1.881 -0.021 -2.814 306 166 0.001 -1.193 0.001 -1.193 0.010 -1.785 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 273
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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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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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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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