PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 20.000 13.811 3.856 43.865 31.438 20.300 10.390 -0.000 0.000 -3.900 Vano 1 Viga 4 ------------------ Coeficientes de anchura eficaz empleados Coeficientes de anchura eficaz en centro de vano - Coeficiente a emplear para la parte izquierda de la losa que se encuentre sobre la viga : K1 = 1.000000 - Coeficiente a emplear para la parte derecha de la losa que se encuentre sobre la viga : K2 = 1.000000 Coeficientes de anchura eficaz en los extremos de la viga - Coeficiente a emplear para la parte izquierda de la losa que se encuentre sobre la viga : K4 = 1.000000 - Coeficiente a emplear para la parte derecha de la losa que se encuentre sobre la viga : K5 = 1.000000 Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- T1 15 - -0.300 -0.000 -0.000 0.000 0.000 0.000 4.683 4.234 43.808 39.639 0.374 13.575 12.566 95.318 85.953 0.690 16.284 15.250 95.195 85.605 1.374 6.371 5.946 161.103 144.774 1.690 8.199 7.737 160.741 144.240 2.000 8.073 7.383 173.596 155.689 2.374 7.756 6.782 189.513 169.865 2.690 9.551 8.564 188.482 168.752 3.374 8.534 7.034 217.915 195.037 4.000 11.618 10.104 215.656 192.693 6.000 19.754 18.240 207.690 184.727 8.000 24.636 23.122 202.910 179.947 10.000 26.263 24.749 201.317 178.354 12.000 24.636 23.122 202.910 179.947 14.000 19.754 18.240 207.690 184.727 16.000 11.618 10.104 215.656 192.693 16.626 8.534 7.034 217.915 195.037 17.310 9.551 8.564 188.482 168.752 17.626 7.756 6.782 189.513 169.865 18.000 8.073 7.383 173.596 155.689 18.310 8.199 7.737 160.741 144.240 18.626 6.371 5.946 161.103 144.774 19.310 16.284 15.250 95.195 85.605 19.626 13.575 12.566 95.318 85.953 20.000 4.683 4.234 43.808 39.639 20.300 0.000 0.000 0.000 0.000 T2 28 - -0.300 -0.000 -0.000 0.000 0.000 0.000 4.697 4.186 43.857 38.081 0.374 17.525 16.442 91.391 78.513 0.690 23.377 22.328 88.026 74.863 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 144
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Instante Día Situación s (m) Tsup + Tsup - Tinf + Tinf - ------------------------------------------------------------------------------------------- 1.374 20.901 19.517 147.605 123.387 1.690 25.552 24.157 144.409 120.023 2.000 28.327 26.466 154.765 127.519 2.374 31.258 28.970 167.618 137.800 2.690 35.524 33.261 164.111 134.279 3.374 39.966 36.753 188.817 153.268 4.000 47.160 44.019 182.451 147.025 6.000 65.669 62.768 164.093 129.363 8.000 76.774 74.018 153.079 118.766 10.000 80.475 77.768 149.407 115.233 12.000 76.774 74.018 153.079 118.766 14.000 65.669 62.768 164.093 129.363 16.000 47.160 44.019 182.451 147.025 16.626 39.966 36.753 188.817 153.268 17.310 35.524 33.261 164.111 134.279 17.626 31.258 28.970 167.618 137.800 18.000 28.327 26.466 154.765 127.519 18.310 25.552 24.157 144.409 120.023 18.626 20.901 19.517 147.605 123.387 19.310 23.377 22.328 88.026 74.863 19.626 17.525 16.442 91.391 78.513 20.000 4.697 4.186 43.857 38.081 20.300 0.000 -0.000 0.000 -0.000 T3 50 - -0.300 -0.124 -0.129 0.247 0.241 0.000 4.573 4.057 44.104 38.322 0.374 17.829 16.710 89.515 76.416 0.690 24.048 22.926 84.356 70.790 1.374 22.374 20.840 140.209 115.214 1.690 27.393 25.812 135.256 109.916 2.000 30.537 28.454 143.990 115.626 2.374 33.905 31.352 154.783 123.640 2.690 38.443 35.885 149.956 118.647 3.374 43.346 39.780 172.558 135.258 4.000 50.953 47.406 164.146 126.707 6.000 70.530 67.093 140.702 103.278 8.000 82.319 78.945 126.661 89.224 10.000 86.297 82.938 121.812 84.340 12.000 82.319 78.945 126.661 89.224 14.000 70.530 67.093 140.702 103.278 16.000 50.953 47.406 164.146 126.707 16.626 43.346 39.780 172.558 135.258 17.310 38.443 35.885 149.956 118.647 17.626 33.905 31.352 154.783 123.640 18.000 30.537 28.454 143.990 115.626 18.310 27.393 25.812 135.256 109.916 18.626 22.374 20.840 140.209 115.214 19.310 24.048 22.926 84.356 70.790 19.626 17.829 16.710 89.515 76.416 20.000 4.573 4.057 44.104 38.322 20.300 -0.124 -0.129 0.247 0.240 T4 - Característica -0.300 0.255 -0.580 1.177 -0.891 0.000 4.952 3.605 45.034 37.190 0.374 19.484 16.317 90.373 68.712 0.690 26.777 22.587 85.153 57.529 1.374 27.451 20.617 140.858 90.469 1.690 33.549 25.643 135.846 79.732 2.000 37.771 28.338 144.517 80.441 2.374 42.420 31.300 155.242 82.081 2.690 47.843 35.855 150.417 72.627 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 145
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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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Page 313 and 314: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 363: ACONDICIONAMIENTO DE MÁRGENES DEL
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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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