Bridge Of Tampico – Tamaulipas DWG Section for AutoCAD

Bridge Of Tampico – Tamaulipas DWG Section for AutoCAD

BRIDGE OF TAMPICO – Tamaulipas. – Elevation view; plant; cross section; batteries; section in aclaje strut; metal section

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

axis of the bridge, orthotropic metal section, section in anchorage of braces, cross section, right margin, to round mat, ver., left margin, to tampico, tams., mobile support with anchoring, horizontal forces, elevation, river pánuco, transverse beam was eliminated in section anchorage of straps, parameter geometry is updated, pend. entrance, pend. exit, horizontal curve, dimensions.- in meters except where another unit is indicated, student’s name: alvaro antonio perez

Raw text data extracted from CAD file:

63 63 VIADUCTO D-E COLADO POR DOVELAS = 192.6 m VIADUCTO C-D TRAMO COLADO POR DOVELAS = 291.65 m VIADUCTO C-D TRAMO DE ACERO ORTOTRÓPICO = 293.5 m VIADUCTO C-D TRAMO COLADO POR DOVELAS = 291.65 m VIADUCTO B-C COLADO POR DOVELAS = 252.6 m VIADUCTO A-B COLADO CON OBRA FALSA CONVENCIONAL = 221.00 m 52 2 TRAMOS DE 63.00 m = 126.00 m 14.6 48.4 3 TRAMOS DE 70.00m = 210.00 m 33.25 CURVA VERTICAL = 293.50 m 33.25 3 TRAMOS DE 70.00 m = 210.00 m 48.4 14.6 3 TRAMOS DE 63.00 m = 189.00 m 49 14 3 TRAMOS DE 56.00 m = 168.00 m 39 1543 39 52 63 63 63 70 70 70 360 70 70 70 63 63 63 63 63 56 56 56 39 70 70 70 63 63 63 63 63 56 56 56 360 70 70 70 63 52 7 1,3 1.5 7 1.3 4.05 5 5 4.05 18.1 4.05 1.8 3.2 3.2 1.8 4.05 5.85 6.4 5.85 3 0.43 1.04 0.53 0.32 2.16 0.43 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -2% -2% -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 EJE DEL PUENTE SECCIÓN METÁLICA ORTOTROPICA 7 1.3 1.5 7 1.3 4.05 5 5 4.05 18.1 2.45 4.05 1.8 3.2 3.2 1.8 4.05 5.85 6.4 5.85 0.18 0.36 3 1.04 0.22 0.3 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -2% -2% -1054.195728557952 -1054.195728557952 -1054.195728557952 EJE DEL PUENTE SECCIÓN EN ANCLAJE DE TIRANTES 7 1.3 1.5 7 1.3 4.05 5 5 4.05 18.1 2.45 4.05 1.8 3.2 3.2 1.8 4.05 5.85 6.4 5.85 0.18 0.36 3 0.3 1.04 0.22 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -1054.195728557952 -2% -2% -1054.195728557952 -1054.195728557952 EJE DEL PUENTE SECCIÓN TRANSVERSAL 20 1.01 13.6 13 0.3 0.3 8.6 3.5 3.5 5.7 0.6 5.7 2.6 2.6 25.2 2.5 2.02 4.04 48 35 5.62 34.88 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 -1660.480063349324 PILAS 13 Y 14 SECCIÓN TRANSVERSAL S A H O P 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIADUCTO D-E COLADO POR DOVELAS = 192.6 m VIADUCTO C-D TRAMO COLADO POR DOVELAS = 291.65 m VIADUCTO C-D TRAMO DE ACERO ORTOTRÓPICO = 293.5 m VIADUCTO C-D TRAMO COLADO POR DOVELAS = 291.65 m VIADUCTO B-C COLADO POR DOVELAS = 252.6 m VIADUCTO A-B COLADO CON OBRA FALSA CONVENCIONAL = 221.00 m 5 2 TRAMOS DE 63.00 m = 126.00 m 5 5 3 TRAMOS DE 70.00m = 210.00 m 5 CURVA VERTICAL = 293.50 m 5 3 TRAMOS DE 70.00 m = 210.00 m 5 5 3 TRAMOS DE 63.00 m = 189.00 m 5 5 3 TRAMOS DE 56.00 m = 168.00 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 + 539 2 + 487 2 + 424 2 + 361 2 + 298 2 + 228 2 + 158 2 + 088 1 + 728 1 + 658 1 + 588 1 + 455 1 + 392 1 + 329 1 + 266 1 + 203 1 + 147 1 + 091 1 + 035 0 + 996 1 + 518 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A B C D E MARGEN DERECHA A MATA REDONDA, VER. MARGEN IZQUIERDA A TAMPICO, TAMS. APOYO MÓVIL CON ANCLAJE DE FUERZAS HORIZONTALES E L E V A C I Ó N \W8.56905; P L A N T A RÍO PÁNUCO \W6.30582; CENTRO DE ESTUDIOS TECNOLÓGICOS, \W7.69458; industrial y de servicio No. 133 \W8.34601; "Mariano Rincón" \W9.31884; P U E N T E \W8.68820; "T A M P I C O" \W8.80104; P L A N O G E N E R A L \W7.56286; CARRETERA \W3.75333; COSTERA DEL GOLFO \W9.39619; TRAMO \W4.25333; TUXPAN - TAMPICO \W5.63428; KM 1 + 912 \W2.42000; ORIGEN: TAMPICO, TAMS. \W5.58065; DOCENTE \W2.99463; LUIS ENRIQUE LEE CRISTOBAL \W0.82476; NARANJOS-AMATLAN, VER. A \W0.82476; MARZO DEL 2015 \W4.84857; NUM. DE PLANOS: \W3.06190; No. 4448.1 A \W6.67598; MODIFICACIONES SE ELIMINÓ VIGA TRANSVERSAL EN SECCIÓN ANCLAJE DE TIRANTES MODIFICACIÓN EN DISTANCIA ENTRE ARTICULACIÓN Y APOYOS 9 Y 18 SE ACTUALIZA GEOMETRÍA DE PARÁMETROS A 18 / 12 / 81 A 18 / 12 / 81 A 18 / 12 / 81 CURVA VERTICAL (circular) PCV= 1 + 761.25 PTV= 2 + 054.75 PEND. ENTRADA PEND. SALIDA R= 3023.11 m LC= 293.50 m ELEV.= 51.62 m ELEV.= 51.62 m + 4.86 % - 4.86 % CURVA HORIZONTAL P.C. 1 + 206.62 P.I. 1 + 360.71 P.T. 1 + 512.95 \U+0394 = 15° 19' DER. G = 1° OO' R = 1145.92 m S.T. = 154.09 m L.C. = 306.33 m \W7.51818; NOTAS DIMENSIONES.- EN METROS EXCEPTO EN DONDE SE INDIQUE OTRA UNIDAD ELEVACIONES.- EN METROS, REFERIDAS AL B.N. 1-2 SOBRE EL NIVEL A 20.60 m IZQUIERDA DE LA ESTACIÓN 1 + 527.00 CON ELEVACIÓN 2,721 m NOMBRE DEL ALUMNO: ALVARO ANTONIO PEREZ

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, batteries, bridge, cross, DWG, elevation, plant, section, tamaulipas, View