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 1 Nodo 2 Longitud ------------------------------------------- 67 59 60 0.667 68 60 54 0.500 69 62 69 0.500 70 69 70 0.667 71 70 64 0.500 72 64 71 0.500 73 71 72 0.667 74 72 66 0.500 75 66 73 0.500 76 73 74 0.667 77 74 68 0.500 78 76 83 0.500 79 83 84 0.667 80 84 78 0.500 81 78 85 0.500 82 85 86 0.667 83 86 80 0.500 84 80 87 0.500 85 87 88 0.667 86 88 82 0.500 87 90 97 0.500 88 97 98 0.667 89 98 92 0.500 90 92 99 0.500 91 99 100 0.667 92 100 94 0.500 93 94 101 0.500 94 101 102 0.667 95 102 96 0.500 96 104 111 0.500 97 111 112 0.667 98 112 106 0.500 99 106 113 0.500 100 113 114 0.667 101 114 108 0.500 102 108 115 0.500 103 115 116 0.667 104 116 110 0.500 105 118 125 0.500 106 125 126 0.667 107 126 120 0.500 108 120 127 0.500 109 127 128 0.667 110 128 122 0.500 111 122 129 0.500 112 129 130 0.667 113 130 124 0.500 114 1 2 0.292 115 3 4 0.269 116 5 6 0.269 117 7 8 0.292 118 15 1 0.833 119 16 3 0.856 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 24
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo 1 Nodo 2 Longitud ------------------------------------------- 120 17 5 0.856 121 18 7 0.833 122 19 20 0.297 123 21 22 0.274 124 23 24 0.274 125 25 26 0.297 126 33 34 0.299 127 35 36 0.276 128 37 38 0.276 129 39 40 0.299 130 47 48 0.299 131 49 50 0.276 132 51 52 0.276 133 53 54 0.299 134 61 62 0.299 135 63 64 0.276 136 65 66 0.276 137 67 68 0.299 138 75 76 0.299 139 77 78 0.276 140 79 80 0.276 141 81 82 0.299 142 89 90 0.299 143 91 92 0.276 144 93 94 0.276 145 95 96 0.299 146 103 104 0.297 147 105 106 0.274 148 107 108 0.274 149 109 110 0.297 150 117 118 0.292 151 119 120 0.269 152 121 122 0.269 153 123 124 0.292 154 131 117 0.833 155 132 119 0.856 156 133 121 0.856 157 134 123 0.833 INFORMACION BARRAS Barra Material Area I1 I2 I3 --------------------------------------------------------------------- 1 1 0.6114022 0.0045980 0.1037554 0.0643318 2 2 0.6142865 0.0045980 0.1052821 0.0643498 3 3 0.6142865 0.0045980 0.1052821 0.0643498 4 4 0.6142865 0.0045980 0.1052821 0.0643498 5 5 0.6142865 0.0045980 0.1052821 0.0643498 6 6 0.6142865 0.0045980 0.1052821 0.0643498 7 7 0.6142865 0.0045980 0.1052821 0.0643498 8 8 0.6114022 0.0045980 0.1037554 0.0643318 9 9 0.6637646 0.0052056 0.1082593 0.0959462 10 10 0.6666490 0.0052056 0.1098860 0.0959642 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 25
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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
Page 193 and 194: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 195: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 233 and 234: PESO PROPIO CARGAS MUERTAS ACONDICI
Page 235 and 236: VIENTO ACONDICIONAMIENTO DE MÁRGEN
Page 243: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 249 and 250: MATERIALES ACONDICIONAMIENTO DE MÁ
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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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ELS ACONDICIONAMIENTO DE MÁRGENES
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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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