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- ------------------------------------------------------------------------------ 120 0.283 -0.229 0.283 -0.229 0.431 -0.341 95 120 0.139 -0.349 0.139 -0.349 0.215 -0.521 121 0.303 -0.214 0.303 -0.214 0.461 -0.319 96 121 0.159 -0.364 0.159 -0.364 0.245 -0.544 122 0.323 -0.199 0.323 -0.199 0.490 -0.296 97 122 0.178 -0.234 0.178 -0.234 0.274 -0.348 123 0.192 -0.214 0.192 -0.214 0.294 -0.318 98 123 0.209 -0.157 0.209 -0.157 0.319 -0.233 124 0.127 -0.248 0.127 -0.248 0.197 -0.369 99 124 0.332 -0.100 0.332 -0.100 0.504 -0.148 125 0.000 -1.170 0.000 -1.170 0.006 -1.753 100 125 -0.010 -2.619 -0.010 -2.619 -0.009 -3.927 126 0.204 -0.390 0.204 -0.390 0.306 -0.585 101 127 0.134 -0.905 0.134 -0.905 0.201 -1.358 128 -0.007 -1.448 -0.007 -1.448 -0.006 -2.170 102 128 0.001 -0.770 0.001 -0.770 0.007 -1.153 129 0.232 -0.088 0.232 -0.088 0.355 -0.129 103 129 0.089 -0.146 0.089 -0.146 0.140 -0.217 130 0.096 -0.117 0.096 -0.117 0.151 -0.173 104 130 0.085 -0.129 0.085 -0.129 0.133 -0.191 131 0.107 -0.138 0.107 -0.138 0.167 -0.204 105 131 0.162 -0.126 0.162 -0.126 0.249 -0.186 132 0.097 -0.213 0.097 -0.213 0.152 -0.317 106 132 0.151 -0.139 0.151 -0.139 0.233 -0.206 133 0.087 -0.206 0.087 -0.206 0.137 -0.306 107 133 0.141 -0.143 0.141 -0.143 0.217 -0.211 134 0.077 -0.198 0.077 -0.198 0.122 -0.294 108 134 0.130 -0.151 0.130 -0.151 0.202 -0.224 135 0.090 -0.190 0.090 -0.190 0.142 -0.282 109 135 0.120 -0.159 0.120 -0.159 0.186 -0.236 136 0.109 -0.182 0.109 -0.182 0.170 -0.271 110 136 0.115 -0.167 0.115 -0.167 0.178 -0.247 137 0.128 -0.175 0.128 -0.175 0.199 -0.259 111 137 0.128 -0.175 0.128 -0.175 0.199 -0.259 138 0.115 -0.167 0.115 -0.167 0.178 -0.247 112 138 0.109 -0.182 0.109 -0.182 0.170 -0.271 139 0.120 -0.159 0.120 -0.159 0.186 -0.236 113 139 0.090 -0.190 0.090 -0.190 0.142 -0.282 140 0.130 -0.151 0.130 -0.151 0.202 -0.224 114 140 0.077 -0.198 0.077 -0.198 0.122 -0.294 141 0.141 -0.143 0.141 -0.143 0.217 -0.211 115 141 0.087 -0.206 0.087 -0.206 0.137 -0.306 142 0.151 -0.139 0.151 -0.139 0.233 -0.206 116 142 0.097 -0.213 0.097 -0.213 0.152 -0.317 143 0.162 -0.126 0.162 -0.126 0.249 -0.186 117 143 0.107 -0.138 0.107 -0.138 0.167 -0.204 144 0.085 -0.129 0.085 -0.129 0.133 -0.191 118 144 0.096 -0.117 0.096 -0.117 0.151 -0.173 145 0.089 -0.146 0.089 -0.146 0.140 -0.217 119 145 0.232 -0.088 0.232 -0.088 0.355 -0.129 146 0.001 -0.770 0.001 -0.770 0.007 -1.153 120 146 -0.007 -1.448 -0.007 -1.448 -0.006 -2.170 147 0.134 -0.905 0.134 -0.905 0.201 -1.358 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 266
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 121 148 0.028 -1.001 0.028 -1.001 0.043 -1.501 149 0.251 -0.076 0.251 -0.076 0.380 -0.113 122 149 0.010 -0.264 0.010 -0.264 0.021 -0.393 150 0.057 -0.086 0.057 -0.086 0.092 -0.125 123 150 0.028 -0.064 0.028 -0.064 0.048 -0.093 151 -0.001 -0.083 -0.001 -0.083 0.005 -0.121 124 151 0.014 -0.077 0.014 -0.077 0.027 -0.113 152 0.023 -0.080 0.023 -0.080 0.040 -0.118 125 152 0.015 -0.084 0.015 -0.084 0.028 -0.124 153 0.022 -0.079 0.022 -0.079 0.039 -0.115 126 153 0.016 -0.090 0.016 -0.090 0.030 -0.132 154 0.021 -0.080 0.021 -0.080 0.038 -0.118 127 154 0.017 -0.089 0.017 -0.089 0.032 -0.130 155 0.021 -0.082 0.021 -0.082 0.038 -0.121 128 155 0.018 -0.087 0.018 -0.087 0.034 -0.128 156 0.021 -0.085 0.021 -0.085 0.037 -0.124 129 156 0.019 -0.085 0.019 -0.085 0.035 -0.125 157 0.020 -0.087 0.020 -0.087 0.037 -0.128 130 157 0.020 -0.084 0.020 -0.084 0.036 -0.123 158 0.020 -0.085 0.020 -0.085 0.036 -0.125 131 158 0.020 -0.085 0.020 -0.085 0.036 -0.125 159 0.020 -0.084 0.020 -0.084 0.036 -0.123 132 159 0.020 -0.087 0.020 -0.087 0.037 -0.128 160 0.019 -0.085 0.019 -0.085 0.035 -0.125 133 160 0.021 -0.085 0.021 -0.085 0.037 -0.124 161 0.018 -0.087 0.018 -0.087 0.034 -0.128 134 161 0.021 -0.082 0.021 -0.082 0.038 -0.121 162 0.017 -0.089 0.017 -0.089 0.032 -0.130 135 162 0.021 -0.080 0.021 -0.080 0.038 -0.118 163 0.016 -0.090 0.016 -0.090 0.030 -0.132 136 163 0.022 -0.079 0.022 -0.079 0.039 -0.115 164 0.015 -0.084 0.015 -0.084 0.028 -0.124 137 164 0.023 -0.080 0.023 -0.080 0.040 -0.118 165 0.014 -0.077 0.014 -0.077 0.027 -0.113 138 165 -0.001 -0.083 -0.001 -0.083 0.005 -0.121 166 0.028 -0.064 0.028 -0.064 0.048 -0.093 139 166 0.057 -0.086 0.057 -0.086 0.092 -0.125 167 0.010 -0.264 0.010 -0.264 0.021 -0.393 140 167 0.251 -0.076 0.251 -0.076 0.380 -0.113 168 0.028 -1.001 0.028 -1.001 0.043 -1.501 141 1 -0.001 -10.679 -0.001 -10.679 0.016 -16.010 22 0.044 -5.170 0.044 -5.170 0.075 -7.751 142 2 -0.024 -2.028 -0.024 -2.028 -0.021 -3.035 23 -0.005 -1.386 -0.005 -1.386 0.001 -2.075 143 3 -0.026 -1.895 -0.026 -1.895 -0.023 -2.835 24 0.001 -1.193 0.001 -1.193 0.010 -1.785 144 4 -0.025 -1.881 -0.025 -1.881 -0.021 -2.814 25 -0.001 -1.195 -0.001 -1.195 0.008 -1.789 145 5 -0.024 -1.942 -0.024 -1.942 -0.020 -2.906 26 -0.000 -1.232 -0.000 -1.232 0.009 -1.844 146 6 -0.024 -2.003 -0.024 -2.003 -0.019 -2.997 27 0.000 -1.269 0.000 -1.269 0.010 -1.899 147 7 -0.018 -2.064 -0.018 -2.064 -0.010 -3.089 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 267
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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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