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- ------------------------------------------------------------------------------ 90 115 0.008 -0.044 0.008 -0.044 0.013 -0.066 116 0.008 -0.044 0.008 -0.044 0.013 -0.066 91 116 0.008 -0.044 0.008 -0.044 0.013 -0.066 117 0.008 -0.044 0.008 -0.044 0.013 -0.066 92 117 0.008 -0.044 0.008 -0.044 0.013 -0.066 118 0.008 -0.044 0.008 -0.044 0.013 -0.066 93 118 0.008 -0.044 0.008 -0.044 0.013 -0.066 119 0.008 -0.044 0.008 -0.044 0.013 -0.066 94 119 0.008 -0.044 0.008 -0.044 0.013 -0.066 120 0.008 -0.044 0.008 -0.044 0.013 -0.066 95 120 0.008 -0.044 0.008 -0.044 0.013 -0.066 121 0.008 -0.044 0.008 -0.044 0.013 -0.066 96 121 0.008 -0.044 0.008 -0.044 0.013 -0.066 122 0.008 -0.044 0.008 -0.044 0.013 -0.066 97 122 0.008 -0.044 0.008 -0.044 0.013 -0.066 123 0.008 -0.044 0.008 -0.044 0.013 -0.066 98 123 0.008 -0.044 0.008 -0.044 0.013 -0.066 124 0.008 -0.044 0.008 -0.044 0.013 -0.066 99 124 0.008 -0.044 0.008 -0.044 0.012 -0.066 125 0.008 -0.042 0.008 -0.042 0.013 -0.063 100 125 0.000 -0.032 0.000 -0.032 0.000 -0.048 126 0.007 -0.006 0.007 -0.006 0.011 -0.009 101 127 0.005 -0.005 0.005 -0.005 0.007 -0.008 128 0.001 -0.029 0.001 -0.029 0.001 -0.043 102 128 0.008 -0.041 0.008 -0.041 0.012 -0.061 129 0.007 -0.043 0.007 -0.043 0.010 -0.065 103 129 0.008 -0.044 0.008 -0.044 0.012 -0.066 130 0.008 -0.044 0.008 -0.044 0.012 -0.066 104 130 0.008 -0.044 0.008 -0.044 0.012 -0.066 131 0.008 -0.044 0.008 -0.044 0.012 -0.066 105 131 0.008 -0.044 0.008 -0.044 0.012 -0.066 132 0.008 -0.044 0.008 -0.044 0.012 -0.066 106 132 0.008 -0.044 0.008 -0.044 0.012 -0.066 133 0.008 -0.044 0.008 -0.044 0.012 -0.066 107 133 0.008 -0.044 0.008 -0.044 0.012 -0.066 134 0.008 -0.044 0.008 -0.044 0.012 -0.066 108 134 0.008 -0.044 0.008 -0.044 0.012 -0.066 135 0.008 -0.044 0.008 -0.044 0.012 -0.066 109 135 0.008 -0.044 0.008 -0.044 0.012 -0.066 136 0.008 -0.044 0.008 -0.044 0.012 -0.066 110 136 0.008 -0.044 0.008 -0.044 0.012 -0.066 137 0.008 -0.044 0.008 -0.044 0.012 -0.066 111 137 0.008 -0.044 0.008 -0.044 0.012 -0.066 138 0.008 -0.044 0.008 -0.044 0.012 -0.066 112 138 0.008 -0.044 0.008 -0.044 0.012 -0.066 139 0.008 -0.044 0.008 -0.044 0.012 -0.066 113 139 0.008 -0.044 0.008 -0.044 0.012 -0.066 140 0.008 -0.044 0.008 -0.044 0.012 -0.066 114 140 0.008 -0.044 0.008 -0.044 0.012 -0.066 141 0.008 -0.044 0.008 -0.044 0.012 -0.066 115 141 0.008 -0.044 0.008 -0.044 0.012 -0.066 142 0.008 -0.044 0.008 -0.044 0.012 -0.066 116 142 0.008 -0.044 0.008 -0.044 0.012 -0.066 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 254
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 143 0.008 -0.044 0.008 -0.044 0.012 -0.066 117 143 0.008 -0.044 0.008 -0.044 0.012 -0.066 144 0.008 -0.044 0.008 -0.044 0.012 -0.066 118 144 0.008 -0.044 0.008 -0.044 0.012 -0.066 145 0.008 -0.044 0.008 -0.044 0.012 -0.066 119 145 0.007 -0.043 0.007 -0.043 0.010 -0.065 146 0.008 -0.041 0.008 -0.041 0.012 -0.061 120 146 0.001 -0.029 0.001 -0.029 0.001 -0.043 147 0.005 -0.005 0.005 -0.005 0.007 -0.008 121 148 0.005 -0.009 0.005 -0.009 0.007 -0.014 149 0.004 -0.023 0.004 -0.023 0.005 -0.035 122 149 0.005 -0.039 0.005 -0.039 0.008 -0.058 150 0.004 -0.041 0.004 -0.041 0.007 -0.062 123 150 0.005 -0.041 0.005 -0.041 0.008 -0.062 151 0.006 -0.041 0.006 -0.041 0.008 -0.062 124 151 0.006 -0.041 0.006 -0.041 0.008 -0.062 152 0.006 -0.041 0.006 -0.041 0.008 -0.062 125 152 0.006 -0.041 0.006 -0.041 0.008 -0.062 153 0.006 -0.041 0.006 -0.041 0.008 -0.062 126 153 0.006 -0.041 0.006 -0.041 0.008 -0.062 154 0.006 -0.041 0.006 -0.041 0.008 -0.062 127 154 0.006 -0.041 0.006 -0.041 0.008 -0.062 155 0.006 -0.041 0.006 -0.041 0.008 -0.062 128 155 0.006 -0.041 0.006 -0.041 0.008 -0.062 156 0.006 -0.041 0.006 -0.041 0.008 -0.062 129 156 0.006 -0.041 0.006 -0.041 0.008 -0.062 157 0.006 -0.041 0.006 -0.041 0.008 -0.062 130 157 0.006 -0.041 0.006 -0.041 0.008 -0.062 158 0.006 -0.041 0.006 -0.041 0.008 -0.062 131 158 0.006 -0.041 0.006 -0.041 0.008 -0.062 159 0.006 -0.041 0.006 -0.041 0.008 -0.062 132 159 0.006 -0.041 0.006 -0.041 0.008 -0.062 160 0.006 -0.041 0.006 -0.041 0.008 -0.062 133 160 0.006 -0.041 0.006 -0.041 0.008 -0.062 161 0.006 -0.041 0.006 -0.041 0.008 -0.062 134 161 0.006 -0.041 0.006 -0.041 0.008 -0.062 162 0.006 -0.041 0.006 -0.041 0.008 -0.062 135 162 0.006 -0.041 0.006 -0.041 0.008 -0.062 163 0.006 -0.041 0.006 -0.041 0.008 -0.062 136 163 0.006 -0.041 0.006 -0.041 0.008 -0.062 164 0.006 -0.041 0.006 -0.041 0.008 -0.062 137 164 0.006 -0.041 0.006 -0.041 0.008 -0.062 165 0.006 -0.041 0.006 -0.041 0.008 -0.062 138 165 0.006 -0.041 0.006 -0.041 0.008 -0.062 166 0.005 -0.041 0.005 -0.041 0.008 -0.062 139 166 0.004 -0.041 0.004 -0.041 0.007 -0.062 167 0.005 -0.039 0.005 -0.039 0.008 -0.058 140 167 0.004 -0.023 0.004 -0.023 0.005 -0.035 168 0.005 -0.009 0.005 -0.009 0.007 -0.014 141 1 0.005 -0.107 0.005 -0.107 0.007 -0.161 22 0.005 -0.058 0.005 -0.058 0.007 -0.087 142 2 0.001 -0.086 0.001 -0.086 0.001 -0.129 23 0.001 -0.051 0.001 -0.051 0.002 -0.077 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 255
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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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Page 423 and 424: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: 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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