Suspension Bridge Veredal DWG Detail for AutoCAD

Suspension Bridge Veredal DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

detail – transvarsal beam, section a-a, section b-b, exploded – cross beam, type, figure, quantity, detail – longitudinal beam, cutting – longitudinal beam, detail – handrails, section c-c, cutting – handrails, long. of the rod pendolon, cross section, detail of the pendulum of the plate, length. platinum pendolon, detail pendolon rod, cross view, longitudinal view, plant, section d-d, section e-e, abscissa, cable height, bench level, pendolon rod, pendolon platinum, profile pte. existing, natural terrain, abscissa, river orito, maximum level, minimum level, depatamento del putumayo, peru, brazil, pacific, ocean, ecuador, republic of colombia, caribbean, venezuela, profile t.n. pte vereda triumph, pte existent, length m., weight kg., totals, reinforcement:, figurative, quartering, overload, front leg, heel, rod, reinforcement, quantities of work, detail superimposed union, lamina to longitudinal beams, elevation – cross beam, elevation – longitudinal beam, typical longitudinal section, typical cross section, cross beam, longitudinal beam, beam end detail, longitudinal, beam jointing detail, longitudinal and transverse, detail of the upper knot, beam transversal, union of the handrail to the tower, for handrails, elevation of element, union of pendolones to cables

Raw text data extracted from CAD file:

\A1;1.00 \A1;1.00 \A1;.30 \A1;.30 \A1;.30 \A1;1.00 \A1;1.00 \A1;.30 \A1;.30 \A1;.30 \A1;130.00 \A1;14.40 \A1;7.00 \A1;.60 \A1;4.40 \A1;1.00 \A1;2.30 \A1;Abscisa \A1;35.14 \A1;38.44 \A1;133.57 \A1;4.40 \A1;1.00 \A1;2.30 \A1;35.14 \A1;38.44 \A1;14.40 \A1;7.00 \A1;.60 \A1;.40 \A1;2.60 \A1;.40 \A1;.40 \A1;2.60 \A1;.40 \A1;130.00 \A1;35.67 \A1;35.67 \A1;3.00 \A1;3.00 \A1;3.00 \A1;7.48 \A1;5.71 \A1;3.64 \A1;115.70 \A1;3.40 \A1;3.40 \A1;9 A1d \S3#8;" @0,30=2,40 ambas caras \A1;3.35 \A1;.15 \A1;27 A2 d \S3#4;" (ambas caras) = 7,70 \A1;.15 \A1;.15 \A1;8.00 \A1;8.00 \A1;.10 \A1;.40 \A1;2.60 \A1;.40 \A1;3.75 \A1;.40 \A1;2.60 \A1;.40 \A1;.25 \A1;3.10 \A1;.40 \A1;.20 \A1;12 A4 \S3#8;" @ 0,30 = 3,20 ambas caras \A1;.50 \A1;.50 \A1;3.50 \A1;.25 \A1;.40 \A1;.20 \A1;12 A4 d \S3#8;" @ 0,30 = 3,20 (ambas caras) \A1;.15 \A1;27 A3 d \S1#2;" @ 0,30 = 7,70 (ambas caras) \A1;4.47 \A1;3.30 \A1;.03 \A1;9 T6 d \S3#8;" @ 0,30 \A1;9 T6 d \S3#8;" @ 0,30 \A1;9 T6 d \S3#8;" @ 0,30 \A1;.30 \A1;.30 \A1;.07 \A1;.40 \A1;4.27 \A1;.40 \A1;4.47 \A1;.40 \A1;.30 \A1;2.70 \A1;.30 \A1;14.40 \A1;1.00 \A1;1.00 \A1;.30 \A1;.30 \A1;.30 \A1;18 T4 d \S3#8;" @ 0,30 \A1;.03 \A1;.40 \A1;.03 \A1;18 T4 d \S3#8;" @ 0,30 \A1;.03 \A1;.40 \A1;.03 \A1;18 T4 d \S3#8;" @ 0,30 \A1;9.51 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.00 \A1;1.00 \A1;.40 \A1;.30 \A1;4.40 \A1;6.90 \A1;1.00 \A1;2.30 \A1;1.00 \A1;.05 \A1;2.30 \A1;6.85 \A1;c \A1;a \A1;b \A1;e \A1;H \A1;t \A1;h \A1;8.00 \A1;.60 \A1;.50 \A1;.55 \A1;2.45 \A1;4.95 \A1;B \A1;.10 \A1;.50 \A1;0,60 \A1;.25 \A1;.30 \A1;.60 \A1;.60 \A1;.60 \A1;.30 \A1;.60 \A1;.60 \A1;3.00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 .60 .06 -563435.4071070481 5 5 0.60 -563435.4071070481 5 5 5 B B 5 5 A A DETALLE - VIGA TRANSVARSAL 5 5 5 SECCION A-A SECCION B-B DESPIECE - VIGA TRANSVERSAL TIPO FIGURA Ø CANTIDAD A 3.00 1/2 2 B 2.40 5/8 1 C 3/8 8 D 0.225 3/8 5 E 0.075 3/8 5 F 0.080 1/2 8 0.38 0.12 0.27 0.27 0.39 0.39 .25 .30 0.60 .07 .16 .015 .01 .10 .25 .10 R.04 \A1;.08 \A1;.28 \A1;.07 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.20 \A1;2.00 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.29 \A1;.20 \A1;.32 .075 .285 .005 .06 .150 .07 .080 .03 .03 0,32 .20 .32 .080 .150 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 B B A A DETALLE - VIGA LONGITUDINAL -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 -563432.4381037108 SECCION A-A SECCION B-B DESPIECE - VIGA LONGITUDINAL TIPO FIGURA Ø CANTIDAD A 1.60 2 B 1.99 1 C 3/8 10 D 0.04 3/8 5 E 0.07 3/8 2 0.22 0.22 0.155 0.22 0.155 0.22 .08 .08 3/8 3/8 .275 .309 .275 .310 .310 .190 .190 .275 .310 .075 .190 .310 5 5 5 B B A A DETALLE - VIGA LONGITUDINAL 5 5 5 5 5 5 SECCION A-A SECCION B-B -563428.9183907548 -563428.9183907548 -563428.9183907548 -563428.9183907548 -563428.9183907548 5 2.000 2.400 .60 .60 .60 .30 .30 0.10 0.08 DETALLE - PASAMANOS B B C C SECCION B-B 5 5 5 A A 5 5 5 5 SECCION A-A SECCION C-C 0.059999999939464 ,04 ,01 ,01 DESPIECE - PASAMANOS TIPO FIGURA Ø CANTIDAD A 2 B 1 C 1/4 5 D 0.04 2 0.90 0.21 0.21 3/8 3/8 0.75 0.19 0.25 1/4 \A1;0.15 .02 .06 .06 .15 .01 .12 ,04 ,01 ,01 .06 .15 \A1;.90 0,025 0,07 LONG. DEL PENDOLON DE VARILLA B B 5 SECCION TRANSVERSAL SECCION B-B DETALLE DE PENDOLON DE PLATINA 5 5 5 LONG. DEL PENDOLON DE PLATINA (Variable) A A 5 5 5 SECCION TRANSVERSAL SECCION A-A DETALLE DE PENDOLON EN VARILLA 5 5 -199.3785500086867 -199.3785500086867 -199.3785500086867 (Variable, ver cuadro cables y pendolones) 5 NOTAS: La arandela tiene un diametro interior minimo de 13/16" y exterior de 2" El extremo del pendolòn deberà ser Ø5/8". La union con el tramo Ø1/2" se hara eslabonando los dos extremos. 5 5 .120 .150 .030 .030 -563426.6738451741 -563426.6738451741 5 -563426.6738451741 -563426.6738451741 5 \A1;\S1#4;" \A1;\S1#4;" \A1;\S1#4;" \A1;1 .055 .080 .025 .05 .020 .045 .080 .025 .006 .025 .155 .020 .035 .035 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 -563426.5305874253 VISTA TRANSVERSAL VISTA LONGITUDINAL ABRAZADERA PARA DOS CABLES d1 1/4" -563426.5305874253 .070 .070 .200 1\S1#2;" .070 .070 .100 1\S1#2;" A A PLANTA SECCION A-A TAMBOR PARA CABLE Ø1 1/4" -563426.4323538821 -563426.4323538821 -563426.4323538821 \A1;2\S1#8;\H1.4286x;" -563426.4323538821 -563426.4323538821 -563426.4323538821 -563426.4323538821 \A1;1\S3#8;" -563426.4323538821 .150 1.60 0,10 0,25 .100 .150 -563435.6445163656 -563435.6445163656 -563435.6445163656 -563435.6445163656 -563435.6445163656 -563435.6445163656 ANCLA DE LOS CABLES Ø1 1/4" .180 .040 .020 .017 .040 .020 .040 .035 .040 .020 .040 .025 .020 .020 .040 .040 .040 .040 .020 0,30 .040 .260 R=0,40 .020 .017 R=0,40 .035 .020 .035 .025 .035 .020 .035 .020 0,30 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 PLANTA SECCION C-C GALAPAGO PARA UN CABLE Ø7/8" O UN Ø3/4" A A B B SECCION B-B -563432.4735684926 -563432.4735684926 -563432.4735684926 SECCION D-D -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 -563432.4735684926 SECCION E-E .260 5 5 5 5 5 5 5 5 5 5 5 5 0,30 5 5 5 -563428.5985324554 PLANTA SECCION B-B GALAPAGOS EN FUNDICION PARA DOS CABLES Ø1 1/4" O 2 Ø1" A A B B SECCION A-A R=0,40 5 5 5 5 5 5 5 5 .005 .080 .150 .06 .150 .07 .080 .03 .03 .159 .015 .040 .035 .020 .040 .040 .020 0,30 .040 .180 .040 .020 .017 .035 .020 .040 .040 .035 .020 .040 .020 .040 .035 .040 R=0,40 .025 .030 LONG. DEL PENDOLON DE PLATINA .025 .030 .080 .025 .030 .030 R.050 .140 .080 .025 5 5 5 5 5 5 2 5 2 5 5 5 5 5 5 2 5 2 5 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 32.00 34.00 36.00 38.00 40.00 42.00 44.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 62.00 64.00 66.00 68.00 70.00 72.00 74.00 76.00 78.00 80.00 82.00 84.00 86.00 88.00 90.00 92.00 94.00 96.00 98.00 100.00 102.00 104.00 106.00 108.00 110.00 112.00 114.00 116.00 118.00 120.00 122.00 124.00 126.00 128.00 130.00 13.57 14.40 12.76 12.00 11.24 10.52 9.84 9.18 8.54 7.94 7.36 6.81 6.29 5.80 5.33 4.88 4.46 4.07 3.70 3.36 3.04 2.75 2.48 2.24 2.02 1.83 1.66 1.52 1.39 1.30 1.23 1.18 1.15 0.00 0.06 0.12 0.18 0.23 0.28 0.34 0.38 0.43 0.48 0.52 0.56 0.60 0.64 0.68 0.71 0.74 0.77 0.80 0.83 0.85 0.88 0.90 0.92 0.93 0.95 0.96 0.97 0.98 0.99 0.99 1.00 1.00 1.00 1.00 1.15 1.18 1.23 0.99 1.30 0.99 1.39 0.98 1.52 0.97 1.66 0.96 1.83 0.95 2.02 0.93 2.24 0.92 2.48 0.90 2.75 0.88 3.04 0.85 3.36 0.83 3.70 0.80 4.07 0.77 4.46 0.74 4.88 0.71 5.33 0.68 5.80 0.64 6.29 0.60 6.81 0.56 7.36 0.52 7.94 0.48 8.54 0.43 9.18 0.38 9.84 0.34 10.52 0.28 11.24 0.23 12.00 0.18 12.76 0.12 13.57 0.06 14.40 0.00 13.50 12.64 11.81 11.01 10.24 9.50 8.79 8.11 7.46 6.84 6.25 5.69 5.16 4.65 4.17 3.72 3.30 2.90 2.53 2.19 1.88 1.59 1.33 1.09 0.88 0.70 0.56 0.41 0.31 0.22 0.18 0.15 0.15 0.18 0.22 0.31 0.41 0.56 0.70 0.88 1.09 1.33 1.59 1.88 2.19 2.53 2.90 3.30 3.72 4.17 4.65 5.16 5.69 6.25 6.84 7.46 8.11 8.79 9.50 10.24 11.01 11.81 12.64 13.50 ABSCISA COTA DE CABLE COTA DE TABLERO PENDOLON DE VARILLA PENDOLON DE PLATINA 5 2 5 2 5 5 5 5 5 5 PERFIL PTE. EXISTENTE TERRENO NATURAL A B c c´ D Abscisa 5 5 5 5 5 5 5 5 5 5 5 A - C´ - B = LONGITUD DEL CABLE ENTRE TORRES ( Final ) : 133.57 A - C - B = LONGITUD DEL CABLE ENTRE TORRES ( Inicial ) : 133.36 C´ = COTA DEL CABLE A MEDIA LUZ ( Final ) : 1.150 C = COTA DEL CABLE A MEDIA LUZ ( Inicial ) : 1.546 C - C´ = CONTRAFLECHA INICIAL DEL CABLE : 0.210 D = COTA DEL TABLERO E MEDIA LUZ : 1.000 5 5 5 5 5 5 5 35.67 35.67 5 5 5 PERFIL LONGITUDINAL PUENTE ESCALA: 1:50 PLANTA GENERAL PUENTE ESCALA: 1:50 RIO ORITO NIVEL MAXIMO NIVEL MINIMO TERRENO NATURAL TERRENO NATURAL 5 5 5 DEPATAMENTO DEL PUTUMAYO PERU BRASIL PACIFICO OCEANO ECUADOR REPUBLICA DE COLOMBIA CARIBE VENEZUELA 563500 m E 563525 m E 563550 m E 563575 m E 563600 m E 563625 m E 563650 m E 563675 m E 563700 m E 1045100 m E 1045125 m E 1045150 m E 1045175 m E 1045200 m E 1045225 m E W E S N 1045250 m E 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 284 285 286 287 287 288 290 291 292 293 294 291 292 293 294 295 296 297 298 295 296 297 298 283 284 285 286 287 288 289 290 284 285 286 287 288 289 290 291 292 292 292 293 292 292 291 291 290 289 288 287 287 288 289 290 291 292 295 294 293 292 291 290 289 288 287 286 285 284 283 281 281 282 282 281 281 282 300 295 290 285 280 275 PERFIL T.N. PTE VEREDA EL TRIUNFO ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 0+000.00 Elev=298.283 0+020.00 Elev=296.319 0+040.00 Elev=291.697 0+060.00 Elev=286.033 0+080.00 Elev=281.370 0+100.00 Elev=284.480 0+120.00 Elev=287.590 0+140.00 Elev=290.700 0+156.90 Elev=293.329 PTE EXISTENTE TERRENO NATURAL 5 5 5 5 5 5 PLANTA ANCLAS PARA PUENTE ESCALA: 1:50 5 5 5 5 5 5 5 5 ELEVACION FRONTAL ANCLAS PARA PUENTE ESCALA: 1:50 5 12 A4 \S3#8;" @ 0,30 = 3,20 ambas caras 5 5 9 A1d \S3#8;" @0,30=2,40 ambas caras SECCION TRANSVERSAL TIPICA ANCLAS PARA PUENTE ESCALA: 1:50 5 5 5 5 5 27 A2 d \S3#4;" (ambas caras) = 7,70 5 SECCION LONGITUDINAL TIPICA ANCLAS PARA PUENTE ESCALA: 1:50 5 12 A4 d \S3#8;" @ 0,30 = 3,20 (ambas caras) 5 27 A3 d \S1#2;" @ 0,30 = 7,70 (ambas caras) 5 REFUERZO DE CONTRAFUERTE ANCLAS PARA PUENTE ESCALA: 1:50 5 5 TIPO a d CANTIDAD LONGITUD m. PESO kg. A - 1 \A1;\S3#8;" 18 8.15 820 7.90 A - 2 \A1;3/4" 50 3.80 425 3.30 A - 3 \A1;1/2" 100 0.65 a 3.85 230 0.35 a 3.55 A - 4 \A1;\S3#8;" 40 1.15 a 8.15 105 0.90 a 7.90 A - 5 \A1;1" 4 8.90 141 TOTALES CONCRETO : 21.0 m3. REFUERZO : 1721 kg. a 7.95 0.35 A 5 d 1" L = 8.90 5 ELEVACION FRONTAL TORRE PUENTE ESCALA: 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 5 2 ELEVACION LATERAL TORRE PUENTE ESCALA: 1:50 REFUERZO ELEVACION FRONTAL TORRE PUENTE ESCALA: 1:50 B B B B A A C C C C C C 5 18 T4 d \S3#8;" @ 0,30 5 5 5 18 T4 d \S3#8;" @ 0,30 5 5 5 18 T4 d \S3#8;" @ 0,30 5 5 5 5 5 5 5 9 T6 d \S3#8;" @ 0,30 9 T6 d \S3#8;" @ 0,30 9 T6 d \S3#8;" @ 0,30 5 SECCION A - A TORRE PUENTE ESCALA: 1:50 5 SECCION B - B TORRE PUENTE ESCALA: 1:50 5 5 5 5 SECCION C - C TORRE PUENTE ESCALA: 1:50 TIPO d CANTIDAD LONGITUD m. PESO kg. T - 1 \A1;1 \S1#4;" 12 16.30 1252 T - 2 8 10.80 553 T- 3 \A1;1" 15.95 508 T - 4 \A1;\S3#8;" 72 2.60 105 T - 5 \A1;\S3#4;" 8 3.7 66 TOTALES CONCRETO : 9.29 m3. REFUERZO : 2498 kg. FIGURADO 15.60 10.10 \A1;1 \S1#4;" 15.35 8 0,25 0,94 3.20 T - 6 \A1;\S3#8;" 18 1.40 14 0,24 0,34 D E S P I E C E 5 5 5 5 5 5 5 5 5 5 5 SOBRECARGA 5 5 5 SECCION TRANSVERSAL TIPICA MURO ESCALA: 1:50 H CCTO. 3000 PSI m3 / ml. ACERO 60.000 PSI kg / ml. 7.5 8.33 216 c a b e H t h B H h 7.50 6.90 t B e b a 0.60 4.40 2.30 0.55 0.55 c 1.00 PATA DELANTERA TALON VASTAGO P1 P2 P R E S I O N E S t / m2 R E F U E R Z O D I M E N S I O N E S (m) \A1;d \S5#8;" \A0;@ 0,25 \A1;d \S7#8;" @ 0,25 \A1;d 1" @ 0,60 \A1;d 1" @ 0,60 \A1;d 1" @ 0,60 19,50 4,80 CANTIDADES DE OBRA 5 5 DETALLE UNION SOBREPUESTO, LAMINA A VIGAS LONGITUDINALES 0,60 5 5 5 5 5 5 5 5 5 ELEVACION - VIGA TRANSVERSAL 5 5 5 5 ESC. 1:20 ESC. 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION - VIGA LONGITUDINAL 5 ESC. 1:10 ESC. 1:20 ELEVACION - VIGA LONGITUDINAL ESC. 1:10 ESC. 1:20 DESPIECE - VIGA LONGITUDINAL TIPO FIGURA Ø CANTIDAD A .62 1 B 1.00 2 C 3/8 4 D 0.04 3/8 2 E 0.07 3/8 2 0.22 0.22 0.07 0.22 0.07 0.22 .08 .08 3/8 3/8 5 5 5 5 5 5 5 SECCION LONGITUDINAL TIPICA 5 5 SECCION TRANSVERSAL TIPICA .60 .60 .60 .30 1/3 de tabla sobre viga longitudinal Entablado del piso (tablas de 2.40x0.25x0.05) Viga transversal Viga longitudinal .30 NOTAS: 1- Las tablas del piso (3 en troza) deberan tener un espesor libre de por lo menos 28mm 2- El sobrepuesto de las vigas longitudinales, (1/3 de tabla) tendra el mismo espesor de las tablas del piso y un ancho no menor de 6.5mm ESC. 1:20 ESC. 1:20 DETALLE DEL EXTREMO DE LA VIGA LONGITUDINAL DETALLE DE UNION DE VIGAS LONGITUDINAL Y TRANSVERSAL DETALLE DEL NUDO SUPERIOR DE LA VIGA TRANSVERSAL 0.06 0.09 \A1;d \S3#8;" \A1;d \S3#8;" \A1;d \S3#8;" \A1;d \S3#8;" \A1;d \S1#2;" \A1;d \S3#8;" \A1;d \S1#2;" 0.06 0.01 0.10 0.08 UNION DEL PASAMANOS A LA TORRE 0.15 \W1.21846; \A1;pieza de relleno \W6.31382; \A1;de 2" x 4" \W5.71684; \A1;2 pernos Ø\A1;\S3#4;" L=0.40 \W3.50473; \A1;(empotrados en la torre) \W3.92049; \A1;larguero de pasamanos \W5.04707; \A1;cuadro de 4"x4" \W0.92078; \A1;cara interior columna \W0.92078; \A1;de la torre \A1;columna de la torre \A1;de concreto PARA PASAMANOS B B C C A A 5 ELEVACION DE ELEMENTO UNION DE PENDOLONES A CABLES ESC. 1:5 PARA DOS CABLES d1 1/4" VISTA LONGITUDINAL VISTA TRANSVERSAL ESC. 1:5 ESC. 1:5 ESC. 1:5

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	access, autocad, bridge, construction, cuts, DETAIL, details, DWG, Road, sidewalk, sizing, specification, suspension