PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Nodo X Y Z ------------------------------------------------------------- 154 5.853 5.481 0.000 155 6.889 5.481 0.000 156 7.926 5.481 0.000 157 8.963 5.481 0.000 158 10.000 5.481 0.000 159 11.037 5.481 0.000 160 12.074 5.481 0.000 161 13.111 5.481 0.000 162 14.147 5.481 0.000 163 15.184 5.481 0.000 164 16.221 5.481 0.000 165 17.258 5.481 0.000 166 18.295 5.481 0.000 167 19.332 5.481 0.000 168 19.925 5.481 0.000 169 0.075 5.600 0.000 170 0.668 5.600 0.000 171 1.705 5.600 0.000 172 2.742 5.600 0.000 173 3.779 5.600 0.000 174 4.816 5.600 0.000 175 5.853 5.600 0.000 176 6.889 5.600 0.000 177 7.926 5.600 0.000 178 8.963 5.600 0.000 179 10.000 5.600 0.000 180 11.037 5.600 0.000 181 12.074 5.600 0.000 182 13.111 5.600 0.000 183 14.147 5.600 0.000 184 15.184 5.600 0.000 185 16.221 5.600 0.000 186 17.258 5.600 0.000 187 18.295 5.600 0.000 188 19.332 5.600 0.000 189 19.925 5.600 0.000 RELACIONES NODALES Barra Nodo 1 Nodo 2 Longitud ------------------------------------------- 1 22 23 0.593 2 23 24 1.037 3 24 25 1.037 4 25 26 1.037 5 26 27 1.037 6 27 28 1.037 7 28 29 1.037 8 29 30 1.037 9 30 31 1.037 10 31 32 1.037 11 32 33 1.037 12 33 34 1.037 13 34 35 1.037 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 212
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo 1 Nodo 2 Longitud ------------------------------------------- 14 35 36 1.037 15 36 37 1.037 16 37 38 1.037 17 38 39 1.037 18 39 40 1.037 19 40 41 1.037 20 41 42 0.593 21 43 44 0.593 22 44 45 1.037 23 45 46 1.037 24 46 47 1.037 25 47 48 1.037 26 48 49 1.037 27 49 50 1.037 28 50 51 1.037 29 51 52 1.037 30 52 53 1.037 31 53 54 1.037 32 54 55 1.037 33 55 56 1.037 34 56 57 1.037 35 57 58 1.037 36 58 59 1.037 37 59 60 1.037 38 60 61 1.037 39 61 62 1.037 40 62 63 0.593 41 64 65 0.593 42 65 66 1.037 43 66 67 1.037 44 67 68 1.037 45 68 69 1.037 46 69 70 1.037 47 70 71 1.037 48 71 72 1.037 49 72 73 1.037 50 73 74 1.037 51 74 75 1.037 52 75 76 1.037 53 76 77 1.037 54 77 78 1.037 55 78 79 1.037 56 79 80 1.037 57 80 81 1.037 58 81 82 1.037 59 82 83 1.037 60 83 84 0.593 61 85 86 0.593 62 86 87 1.037 63 87 88 1.037 64 88 89 1.037 65 89 90 1.037 66 90 91 1.037 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 213
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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 381 and 382: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 431: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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