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- ------------------------------------------------------------------------------ 28 0.001 -1.306 0.001 -1.306 0.011 -1.955 148 8 -0.018 -2.125 -0.018 -2.125 -0.011 -3.180 29 0.002 -1.343 0.002 -1.343 0.012 -2.010 149 9 -0.019 -2.186 -0.019 -2.186 -0.012 -3.272 30 0.003 -1.380 0.003 -1.380 0.014 -2.066 150 10 -0.020 -2.247 -0.020 -2.247 -0.013 -3.363 31 0.004 -1.417 0.004 -1.417 0.015 -2.121 151 11 -0.020 -2.308 -0.020 -2.308 -0.014 -3.455 32 0.005 -1.454 0.005 -1.454 0.017 -2.177 152 12 -0.020 -2.247 -0.020 -2.247 -0.013 -3.363 33 0.004 -1.417 0.004 -1.417 0.015 -2.121 153 13 -0.019 -2.186 -0.019 -2.186 -0.012 -3.272 34 0.003 -1.380 0.003 -1.380 0.014 -2.066 154 14 -0.018 -2.125 -0.018 -2.125 -0.011 -3.180 35 0.002 -1.343 0.002 -1.343 0.012 -2.010 155 15 -0.018 -2.064 -0.018 -2.064 -0.010 -3.089 36 0.001 -1.306 0.001 -1.306 0.011 -1.955 156 16 -0.024 -2.003 -0.024 -2.003 -0.019 -2.997 37 0.000 -1.269 0.000 -1.269 0.010 -1.899 157 17 -0.024 -1.942 -0.024 -1.942 -0.020 -2.906 38 -0.000 -1.232 -0.000 -1.232 0.009 -1.844 158 18 -0.025 -1.881 -0.025 -1.881 -0.021 -2.814 39 -0.001 -1.195 -0.001 -1.195 0.008 -1.789 159 19 -0.026 -1.895 -0.026 -1.895 -0.023 -2.835 40 0.001 -1.193 0.001 -1.193 0.010 -1.785 160 20 -0.024 -2.028 -0.024 -2.028 -0.021 -3.035 41 -0.005 -1.386 -0.005 -1.386 0.001 -2.075 161 21 -0.001 -10.679 -0.001 -10.679 0.016 -16.010 42 0.044 -5.170 0.044 -5.170 0.075 -7.751 162 22 0.031 -6.767 0.031 -6.767 0.057 -10.147 43 6.668 -0.435 6.668 -0.435 10.002 -0.654 163 23 -0.003 -1.288 -0.003 -1.288 0.004 -1.929 44 0.649 -0.351 0.649 -0.351 0.974 -0.527 164 24 -0.000 -1.215 -0.000 -1.215 0.009 -1.818 45 0.722 -0.248 0.722 -0.248 1.083 -0.372 165 25 -0.001 -1.202 -0.001 -1.202 0.008 -1.798 46 0.690 -0.223 0.690 -0.223 1.035 -0.336 166 26 -0.001 -1.242 -0.001 -1.242 0.008 -1.858 47 0.706 -0.230 0.706 -0.230 1.059 -0.346 167 27 -0.000 -1.282 -0.000 -1.282 0.009 -1.918 48 0.738 -0.237 0.738 -0.237 1.107 -0.356 168 28 0.001 -1.322 0.001 -1.322 0.010 -1.978 49 0.770 -0.244 0.770 -0.244 1.154 -0.366 169 29 0.002 -1.362 0.002 -1.362 0.012 -2.038 50 0.801 -0.250 0.801 -0.250 1.202 -0.376 170 30 0.002 -1.402 0.002 -1.402 0.013 -2.099 51 0.833 -0.257 0.833 -0.257 1.249 -0.386 171 31 0.003 -1.442 0.003 -1.442 0.014 -2.159 52 0.865 -0.264 0.865 -0.264 1.297 -0.396 172 32 0.004 -1.482 0.004 -1.482 0.015 -2.219 53 0.896 -0.270 0.896 -0.270 1.344 -0.406 173 33 0.003 -1.442 0.003 -1.442 0.014 -2.159 54 0.865 -0.264 0.865 -0.264 1.297 -0.396 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 268
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 174 34 0.002 -1.402 0.002 -1.402 0.013 -2.099 55 0.833 -0.257 0.833 -0.257 1.249 -0.386 175 35 0.002 -1.362 0.002 -1.362 0.012 -2.038 56 0.801 -0.250 0.801 -0.250 1.202 -0.376 176 36 0.001 -1.322 0.001 -1.322 0.010 -1.978 57 0.770 -0.244 0.770 -0.244 1.154 -0.366 177 37 -0.000 -1.282 -0.000 -1.282 0.009 -1.918 58 0.738 -0.237 0.738 -0.237 1.107 -0.356 178 38 -0.001 -1.242 -0.001 -1.242 0.008 -1.858 59 0.706 -0.230 0.706 -0.230 1.059 -0.346 179 39 -0.001 -1.202 -0.001 -1.202 0.008 -1.798 60 0.690 -0.223 0.690 -0.223 1.035 -0.336 180 40 -0.000 -1.215 -0.000 -1.215 0.009 -1.818 61 0.722 -0.248 0.722 -0.248 1.083 -0.372 181 41 -0.003 -1.288 -0.003 -1.288 0.004 -1.929 62 0.649 -0.351 0.649 -0.351 0.974 -0.527 182 42 0.031 -6.767 0.031 -6.767 0.057 -10.147 63 6.668 -0.435 6.668 -0.435 10.002 -0.654 183 43 5.343 -2.154 5.343 -2.154 8.014 -3.231 64 7.304 -0.006 7.304 -0.006 10.954 -0.016 184 44 0.677 -0.237 0.677 -0.237 1.015 -0.355 65 1.289 0.009 1.289 0.009 1.930 0.007 185 45 0.705 -0.248 0.705 -0.248 1.057 -0.372 66 1.255 0.010 1.255 0.010 1.880 0.008 186 46 0.673 -0.237 0.673 -0.237 1.009 -0.357 67 1.224 0.009 1.224 0.009 1.834 0.007 187 47 0.697 -0.243 0.697 -0.243 1.045 -0.365 68 1.270 0.009 1.270 0.009 1.902 0.007 188 48 0.726 -0.254 0.726 -0.254 1.088 -0.381 69 1.315 0.008 1.315 0.008 1.970 0.006 189 49 0.754 -0.264 0.754 -0.264 1.131 -0.397 70 1.360 0.005 1.360 0.005 2.038 0.001 190 50 0.783 -0.275 0.783 -0.275 1.174 -0.413 71 1.406 0.005 1.406 0.005 2.106 0.002 191 51 0.812 -0.285 0.812 -0.285 1.217 -0.429 72 1.451 0.006 1.451 0.006 2.174 0.002 192 52 0.840 -0.296 0.840 -0.296 1.260 -0.445 73 1.496 0.006 1.496 0.006 2.242 0.003 193 53 0.869 -0.307 0.869 -0.307 1.303 -0.460 74 1.542 0.006 1.542 0.006 2.310 0.003 194 54 0.840 -0.296 0.840 -0.296 1.260 -0.445 75 1.496 0.006 1.496 0.006 2.242 0.003 195 55 0.812 -0.285 0.812 -0.285 1.217 -0.429 76 1.451 0.006 1.451 0.006 2.174 0.002 196 56 0.783 -0.275 0.783 -0.275 1.174 -0.413 77 1.406 0.005 1.406 0.005 2.106 0.002 197 57 0.754 -0.264 0.754 -0.264 1.131 -0.397 78 1.360 0.005 1.360 0.005 2.038 0.001 198 58 0.726 -0.254 0.726 -0.254 1.088 -0.381 79 1.315 0.008 1.315 0.008 1.970 0.006 199 59 0.697 -0.243 0.697 -0.243 1.045 -0.365 80 1.270 0.009 1.270 0.009 1.902 0.007 200 60 0.673 -0.237 0.673 -0.237 1.009 -0.357 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 269
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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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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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