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- ------------------------------------------------------------------------------ 81 1.224 0.009 1.224 0.009 1.834 0.007 201 61 0.705 -0.248 0.705 -0.248 1.057 -0.372 82 1.255 0.010 1.255 0.010 1.880 0.008 202 62 0.677 -0.237 0.677 -0.237 1.015 -0.355 83 1.289 0.009 1.289 0.009 1.930 0.007 203 63 5.343 -2.154 5.343 -2.154 8.014 -3.231 84 7.304 -0.006 7.304 -0.006 10.954 -0.016 204 64 6.777 -0.500 6.777 -0.500 10.162 -0.756 85 6.291 -0.015 6.291 -0.015 9.433 -0.030 205 65 1.300 0.011 1.300 0.011 1.947 0.010 86 1.424 0.013 1.424 0.013 2.132 0.012 206 66 1.240 0.011 1.240 0.011 1.857 0.011 87 1.313 0.014 1.313 0.014 1.966 0.013 207 67 1.219 0.011 1.219 0.011 1.826 0.010 88 1.306 0.014 1.306 0.014 1.955 0.012 208 68 1.263 0.011 1.263 0.011 1.891 0.010 89 1.349 0.013 1.349 0.013 2.020 0.012 209 69 1.306 0.011 1.306 0.011 1.956 0.010 90 1.392 0.013 1.392 0.013 2.084 0.011 210 70 1.349 0.010 1.349 0.010 2.021 0.008 91 1.435 0.011 1.435 0.011 2.148 0.007 211 71 1.393 0.010 1.393 0.010 2.087 0.009 92 1.478 0.011 1.478 0.011 2.213 0.008 212 72 1.436 0.010 1.436 0.010 2.152 0.009 93 1.520 0.011 1.520 0.011 2.277 0.008 213 73 1.480 0.010 1.480 0.010 2.217 0.009 94 1.563 0.011 1.563 0.011 2.341 0.009 214 74 1.523 0.010 1.523 0.010 2.282 0.009 95 1.606 0.012 1.606 0.012 2.406 0.009 215 75 1.480 0.010 1.480 0.010 2.217 0.009 96 1.563 0.011 1.563 0.011 2.341 0.009 216 76 1.436 0.010 1.436 0.010 2.152 0.009 97 1.520 0.011 1.520 0.011 2.277 0.008 217 77 1.393 0.010 1.393 0.010 2.087 0.009 98 1.478 0.011 1.478 0.011 2.213 0.008 218 78 1.349 0.010 1.349 0.010 2.021 0.008 99 1.435 0.011 1.435 0.011 2.148 0.007 219 79 1.306 0.011 1.306 0.011 1.956 0.010 100 1.392 0.013 1.392 0.013 2.084 0.011 220 80 1.263 0.011 1.263 0.011 1.891 0.010 101 1.349 0.013 1.349 0.013 2.020 0.012 221 81 1.219 0.011 1.219 0.011 1.826 0.010 102 1.306 0.014 1.306 0.014 1.955 0.012 222 82 1.240 0.011 1.240 0.011 1.857 0.011 103 1.313 0.014 1.313 0.014 1.966 0.013 223 83 1.300 0.011 1.300 0.011 1.947 0.010 104 1.424 0.013 1.424 0.013 2.132 0.012 224 84 6.777 -0.500 6.777 -0.500 10.162 -0.756 105 6.291 -0.015 6.291 -0.015 9.433 -0.030 225 85 6.291 -0.015 6.291 -0.015 9.433 -0.030 106 6.777 -0.500 6.777 -0.500 10.162 -0.756 226 86 1.424 0.013 1.424 0.013 2.132 0.012 107 1.300 0.011 1.300 0.011 1.947 0.010 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 270
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 227 87 1.313 0.014 1.313 0.014 1.966 0.013 108 1.240 0.011 1.240 0.011 1.857 0.011 228 88 1.306 0.014 1.306 0.014 1.955 0.012 109 1.219 0.011 1.219 0.011 1.826 0.010 229 89 1.349 0.013 1.349 0.013 2.020 0.012 110 1.263 0.011 1.263 0.011 1.891 0.010 230 90 1.392 0.013 1.392 0.013 2.084 0.011 111 1.306 0.011 1.306 0.011 1.956 0.010 231 91 1.435 0.011 1.435 0.011 2.148 0.007 112 1.349 0.010 1.349 0.010 2.021 0.008 232 92 1.478 0.011 1.478 0.011 2.213 0.008 113 1.393 0.010 1.393 0.010 2.087 0.009 233 93 1.520 0.011 1.520 0.011 2.277 0.008 114 1.436 0.010 1.436 0.010 2.152 0.009 234 94 1.563 0.011 1.563 0.011 2.341 0.009 115 1.480 0.010 1.480 0.010 2.217 0.009 235 95 1.606 0.012 1.606 0.012 2.406 0.009 116 1.523 0.010 1.523 0.010 2.282 0.009 236 96 1.563 0.011 1.563 0.011 2.341 0.009 117 1.480 0.010 1.480 0.010 2.217 0.009 237 97 1.520 0.011 1.520 0.011 2.277 0.008 118 1.436 0.010 1.436 0.010 2.152 0.009 238 98 1.478 0.011 1.478 0.011 2.213 0.008 119 1.393 0.010 1.393 0.010 2.087 0.009 239 99 1.435 0.011 1.435 0.011 2.148 0.007 120 1.349 0.010 1.349 0.010 2.021 0.008 240 100 1.392 0.013 1.392 0.013 2.084 0.011 121 1.306 0.011 1.306 0.011 1.956 0.010 241 101 1.349 0.013 1.349 0.013 2.020 0.012 122 1.263 0.011 1.263 0.011 1.891 0.010 242 102 1.306 0.014 1.306 0.014 1.955 0.012 123 1.219 0.011 1.219 0.011 1.826 0.010 243 103 1.313 0.014 1.313 0.014 1.966 0.013 124 1.240 0.011 1.240 0.011 1.857 0.011 244 104 1.424 0.013 1.424 0.013 2.132 0.012 125 1.300 0.011 1.300 0.011 1.947 0.010 245 105 6.291 -0.015 6.291 -0.015 9.433 -0.030 126 6.777 -0.500 6.777 -0.500 10.162 -0.756 246 106 7.304 -0.006 7.304 -0.006 10.954 -0.016 127 4.964 -2.154 4.964 -2.154 7.445 -3.231 247 107 1.289 0.009 1.289 0.009 1.930 0.007 128 0.677 -0.237 0.677 -0.237 1.015 -0.355 248 108 1.255 0.010 1.255 0.010 1.880 0.008 129 0.705 -0.248 0.705 -0.248 1.058 -0.372 249 109 1.224 0.009 1.224 0.009 1.834 0.007 130 0.673 -0.237 0.673 -0.237 1.009 -0.357 250 110 1.270 0.009 1.270 0.009 1.902 0.007 131 0.697 -0.243 0.697 -0.243 1.045 -0.365 251 111 1.315 0.008 1.315 0.008 1.970 0.006 132 0.726 -0.254 0.726 -0.254 1.088 -0.381 252 112 1.360 0.005 1.360 0.005 2.038 0.001 133 0.754 -0.264 0.754 -0.264 1.131 -0.397 253 113 1.406 0.005 1.406 0.005 2.106 0.002 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 271
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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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