PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Punto s(m) Vrd Vu1 Vrd/Vu1 -------------------------------------------- 12 18.000 58.332 130.246 0.448 13 20.000 71.103 119.873 0.593 14 20.000 0.639 119.873 0.005 15 20.300 0.000 117.550 0.000 Vano 1 Viga 2 ------------------ Punto s(m) Vrd Vu1 Vrd/Vu1 -------------------------------------------- 1 -0.300 0.000 117.550 0.000 2 0.000 0.698 119.555 0.006 3 0.000 73.777 119.555 0.617 4 2.000 56.707 129.097 0.439 5 4.000 44.028 131.814 0.334 6 6.000 33.360 131.979 0.253 7 8.000 23.543 132.081 0.178 8 10.000 14.638 132.116 0.111 9 12.000 23.543 132.081 0.178 10 14.000 33.360 131.979 0.253 11 16.000 44.028 131.814 0.334 12 18.000 56.707 129.097 0.439 13 20.000 73.777 119.555 0.617 14 20.000 0.698 119.555 0.006 15 20.300 0.000 117.550 0.000 Vano 1 Viga 3 ------------------ Punto s(m) Vrd Vu1 Vrd/Vu1 -------------------------------------------- 1 -0.300 0.000 117.550 0.000 2 0.000 0.698 119.555 0.006 3 0.000 73.777 119.555 0.617 4 2.000 56.707 129.097 0.439 5 4.000 44.028 131.814 0.334 6 6.000 33.360 131.979 0.253 7 8.000 23.543 132.081 0.178 8 10.000 14.638 132.116 0.111 9 12.000 23.543 132.081 0.178 10 14.000 33.360 131.979 0.253 11 16.000 44.028 131.814 0.334 12 18.000 56.707 129.097 0.439 13 20.000 73.777 119.555 0.617 14 20.000 0.698 119.555 0.006 15 20.300 0.000 117.550 0.000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 192
Vano 1 Viga 4 ------------------ ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Punto s(m) Vrd Vu1 Vrd/Vu1 -------------------------------------------- 1 -0.300 0.000 117.550 0.000 2 0.000 0.639 119.873 0.005 3 0.000 71.103 119.873 0.593 4 2.000 58.332 130.246 0.448 5 4.000 46.015 133.219 0.345 6 6.000 34.431 133.384 0.258 7 8.000 23.653 133.484 0.177 8 10.000 13.551 133.519 0.101 9 12.000 23.653 133.484 0.177 10 14.000 34.431 133.384 0.258 11 16.000 46.015 133.219 0.345 12 18.000 58.332 130.246 0.448 13 20.000 71.103 119.873 0.593 14 20.000 0.639 119.873 0.005 15 20.300 0.000 117.550 0.000 s(m): Distancia del punto al primer eje de apoyos. Vrd(T): cortante efectivo máximo total. Vu1(T): cortante de agotamiento por compresión oblicua del alma. Comprobación de rotura por cortante por tracción ================================================ Vano 1 Viga 1 ------------------ Punto s(m) Vrd Vcu Vsu As -------------------------------------------------- 1 -0.300 0.000 7.761 0.000 0.000 2 0.000 0.639 9.675 0.000 0.000 3 0.000 71.103 9.675 61.429 14.137 4 2.000 58.332 14.854 43.478 10.004 5 4.000 46.015 16.497 29.518 6.813 6 6.000 34.431 16.580 17.851 4.120 7 8.000 23.653 16.630 7.024 1.621 8 10.000 13.551 16.647 0.000 0.000 9 12.000 23.653 16.630 7.023 1.621 10 14.000 34.431 16.580 17.851 4.120 11 16.000 46.015 16.497 29.518 6.813 12 18.000 58.332 14.854 43.478 10.004 13 20.000 71.103 9.675 61.429 14.137 14 20.000 0.639 9.675 0.000 0.000 15 20.300 0.000 7.761 0.000 0.000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 193
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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 361 and 362: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 429 and 430: 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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