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- ------------------------------------------------------------------------------ 161 0.025 -0.027 0.025 -0.027 0.038 -0.041 134 161 0.028 -0.023 0.028 -0.023 0.042 -0.034 162 0.024 -0.029 0.024 -0.029 0.036 -0.043 135 162 0.028 -0.020 0.028 -0.020 0.042 -0.030 163 0.023 -0.030 0.023 -0.030 0.034 -0.045 136 163 0.029 -0.019 0.029 -0.019 0.043 -0.028 164 0.022 -0.024 0.022 -0.024 0.032 -0.036 137 164 0.029 -0.020 0.029 -0.020 0.044 -0.031 165 0.021 -0.017 0.021 -0.017 0.031 -0.026 138 165 0.006 -0.023 0.006 -0.023 0.009 -0.034 166 0.035 -0.004 0.035 -0.004 0.053 -0.006 139 166 0.065 -0.025 0.065 -0.025 0.098 -0.038 167 0.017 -0.208 0.017 -0.208 0.025 -0.312 140 167 0.254 -0.043 0.254 -0.043 0.382 -0.064 168 0.025 -0.989 0.025 -0.989 0.037 -1.483 141 1 0.030 -10.519 0.030 -10.519 0.045 -15.778 22 0.058 -5.084 0.058 -5.084 0.087 -7.627 142 2 0.005 -1.898 0.005 -1.898 0.008 -2.847 23 0.011 -1.309 0.011 -1.309 0.017 -1.964 143 3 0.006 -1.752 0.006 -1.752 0.008 -2.628 24 0.018 -1.110 0.018 -1.110 0.026 -1.664 144 4 0.006 -1.738 0.006 -1.738 0.009 -2.607 25 0.016 -1.112 0.016 -1.112 0.024 -1.668 145 5 0.007 -1.799 0.007 -1.799 0.010 -2.698 26 0.017 -1.149 0.017 -1.149 0.025 -1.723 146 6 0.008 -1.860 0.008 -1.860 0.011 -2.790 27 0.017 -1.186 0.017 -1.186 0.026 -1.779 147 7 0.014 -1.921 0.014 -1.921 0.020 -2.882 28 0.018 -1.223 0.018 -1.223 0.027 -1.834 148 8 0.013 -1.982 0.013 -1.982 0.019 -2.973 29 0.019 -1.260 0.019 -1.260 0.028 -1.889 149 9 0.012 -2.043 0.012 -2.043 0.018 -3.065 30 0.020 -1.297 0.020 -1.297 0.030 -1.945 150 10 0.012 -2.104 0.012 -2.104 0.017 -3.156 31 0.021 -1.334 0.021 -1.334 0.031 -2.000 151 11 0.011 -2.165 0.011 -2.165 0.016 -3.248 32 0.022 -1.371 0.022 -1.371 0.033 -2.056 152 12 0.012 -2.104 0.012 -2.104 0.017 -3.156 33 0.021 -1.334 0.021 -1.334 0.031 -2.000 153 13 0.012 -2.043 0.012 -2.043 0.018 -3.065 34 0.020 -1.297 0.020 -1.297 0.030 -1.945 154 14 0.013 -1.982 0.013 -1.982 0.019 -2.973 35 0.019 -1.260 0.019 -1.260 0.028 -1.889 155 15 0.014 -1.921 0.014 -1.921 0.020 -2.882 36 0.018 -1.223 0.018 -1.223 0.027 -1.834 156 16 0.008 -1.860 0.008 -1.860 0.011 -2.790 37 0.017 -1.186 0.017 -1.186 0.026 -1.779 157 17 0.007 -1.799 0.007 -1.799 0.010 -2.698 38 0.017 -1.149 0.017 -1.149 0.025 -1.723 158 18 0.006 -1.738 0.006 -1.738 0.009 -2.607 39 0.016 -1.112 0.016 -1.112 0.024 -1.668 159 19 0.006 -1.752 0.006 -1.752 0.008 -2.628 40 0.018 -1.110 0.018 -1.110 0.026 -1.664 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 232
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 160 20 0.005 -1.898 0.005 -1.898 0.008 -2.847 41 0.011 -1.309 0.011 -1.309 0.017 -1.964 161 21 0.030 -10.519 0.030 -10.519 0.045 -15.778 42 0.058 -5.084 0.058 -5.084 0.087 -7.627 162 22 0.045 -6.677 0.045 -6.677 0.068 -10.015 43 6.645 -0.423 6.645 -0.423 9.967 -0.635 163 23 0.013 -1.212 0.013 -1.212 0.020 -1.818 44 0.639 -0.344 0.639 -0.344 0.958 -0.516 164 24 0.017 -1.131 0.017 -1.131 0.025 -1.697 45 0.709 -0.240 0.709 -0.240 1.063 -0.360 165 25 0.016 -1.118 0.016 -1.118 0.024 -1.677 46 0.677 -0.216 0.677 -0.216 1.016 -0.323 166 26 0.016 -1.158 0.016 -1.158 0.024 -1.737 47 0.693 -0.222 0.693 -0.222 1.040 -0.333 167 27 0.017 -1.198 0.017 -1.198 0.025 -1.797 48 0.725 -0.229 0.725 -0.229 1.087 -0.343 168 28 0.017 -1.238 0.017 -1.238 0.026 -1.857 49 0.756 -0.236 0.756 -0.236 1.135 -0.353 169 29 0.018 -1.278 0.018 -1.278 0.027 -1.917 50 0.788 -0.242 0.788 -0.242 1.182 -0.363 170 30 0.019 -1.318 0.019 -1.318 0.029 -1.977 51 0.820 -0.249 0.820 -0.249 1.229 -0.373 171 31 0.020 -1.358 0.020 -1.358 0.030 -2.037 52 0.851 -0.256 0.851 -0.256 1.277 -0.383 172 32 0.021 -1.398 0.021 -1.398 0.031 -2.097 53 0.883 -0.262 0.883 -0.262 1.324 -0.393 173 33 0.020 -1.358 0.020 -1.358 0.030 -2.037 54 0.851 -0.256 0.851 -0.256 1.277 -0.383 174 34 0.019 -1.318 0.019 -1.318 0.029 -1.977 55 0.820 -0.249 0.820 -0.249 1.229 -0.373 175 35 0.018 -1.278 0.018 -1.278 0.027 -1.917 56 0.788 -0.242 0.788 -0.242 1.182 -0.363 176 36 0.017 -1.238 0.017 -1.238 0.026 -1.857 57 0.756 -0.236 0.756 -0.236 1.135 -0.353 177 37 0.017 -1.198 0.017 -1.198 0.025 -1.797 58 0.725 -0.229 0.725 -0.229 1.087 -0.343 178 38 0.016 -1.158 0.016 -1.158 0.024 -1.737 59 0.693 -0.222 0.693 -0.222 1.040 -0.333 179 39 0.016 -1.118 0.016 -1.118 0.024 -1.677 60 0.677 -0.216 0.677 -0.216 1.016 -0.323 180 40 0.017 -1.131 0.017 -1.131 0.025 -1.697 61 0.709 -0.240 0.709 -0.240 1.063 -0.360 181 41 0.013 -1.212 0.013 -1.212 0.020 -1.818 62 0.639 -0.344 0.639 -0.344 0.958 -0.516 182 42 0.045 -6.677 0.045 -6.677 0.068 -10.015 63 6.645 -0.423 6.645 -0.423 9.967 -0.635 183 43 5.323 -2.141 5.323 -2.141 7.985 -3.211 64 7.244 -0.017 7.244 -0.017 10.865 -0.026 184 44 0.665 -0.230 0.665 -0.230 0.998 -0.345 65 1.237 -0.003 1.237 -0.003 1.856 -0.004 185 45 0.692 -0.240 0.692 -0.240 1.038 -0.361 66 1.199 -0.003 1.199 -0.003 1.798 -0.005 186 46 0.660 -0.230 0.660 -0.230 0.990 -0.345 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 233
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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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Page 401 and 402: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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