Bridge Cassion DWG Detail for AutoCAD

Bridge Cassion DWG Detail for AutoCAD

Structure of a Bridge Drawer in detail and steel wall.

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

it varies, mts, draft, sheet number, total leaves, revised, contains, date, scale., plant longitudinal cut, structural design, dimensions of the det.despiece, of the box walls in of walls, rep cm, rep cm, it varies, section, cm varies, first stretch, cm varies, cms, cms, pipe, curb, this, this, est: 1 cms, est: 1 cms, est: 1 cms, draft, sheet number, total leaves, revised, contains, digitalization: henry loyal, date, scale., cajon dentellon detail, structural design, input dentellon details, det. of entrance slabs output. of the joint, cut det. cashmere cutter, dimensions of the drawer, wall in wing section, railing detail, brocal detail, dentellon of the drawer, exit tooth, entrance dentellon, entrance slab, output slab, drawer slab, detail of entrance slabs, detail of the joint, scale, in front view of distribuccion, mts, lead pipe mm, side railing view, scale, front view distribution, scale, general view top plant, scale, wing, via doormat, via the virgin herd, longitudinal cut, fin, scale, curb, output slab, entrance slab, entrance dentellon, exit tooth, section, wall in wing section, scale, barbican, datum, progressive, ground level, project quota, draft, sheet number, total leaves, revised, contains, calculation: ruben grove, digitization:, date, scale., plant of, structural design, ing.ruben grove, I saw the virgin’s herd, state tachira, bridge cajon the clemones, I saw the virgin’s herd, state tachira, bridge cajon the clemones, I saw the virgin’s herd, state tachira, bridge cajon the clemones, rep cm, cms, calculation: ruben grove, ing.ruben grove, calculation: ruben grove, ing.ruben grove

Raw text data extracted from CAD file:

3.60 .35 1.50 .30 .25 .20 VARIA 3.60 - 2.10 m .40 .45 .55 .50 1.50 .075 .075 .30 .30 .30 .60 .30 .20 .10 .10 .10 .05 .04 .325 .325 .35 1.00 .35 .20 .30 .50 1.00 .05 .075 .075 .075 .35 .70 .05 .075 .075 .50 1.20 .05 .075 .60 .30 .35 2.90 .35 .05 .35 .35 1.05 1.35 1.55 04 .325 .325 .31 1.00 mts 1.00 1.00 1.00 L/2 .20 .10 L/2 .20 .10 6.00 1.20 1.50 45º 27.15 3.55 20.05 3.55 3.55 7.00 45° 45° 45° 45° 5.00 5.00 5.00 5.00 3.55 7.00 45° 45° 45° 45° 5.00 3.55 3.55 .45 .45 .35 .45 .45 2.10 6.15 6.15 6.15 20.05 m .45 .20 2.10 m .40 .25 .25 .50 1.00 2.10 .25 3.60 .35 PROYECTO 2 Nº DE HOJA TOTAL DE HOJAS REVISO CONTIENE FECHA ESCALA. PLANT CORTE LONGITUDINAL 1/50 DISEÑO ESTRUCTURAL DIMENSIONES DEL CAJON,CORTE Y DET.DESPIECE 3 DEL CAJON MUROS EN ALA,DESPIECES DE MUROS 1 Ø 1/2"@ 12 cm L= 12.00 m 3 Ø 1/2"@ 12 cm L= 8.00 m 1.50 .30 5 Ø 1/2"@ 12 cm L= 6.00 m 6 Ø 1/2"@ 12 cm L= 4.00 m .25 8 Ø 3/8"@10 cm L=1.85 m 1 REP Ø 3/8" @ 15 cm REP Ø 3/8" @ 15 cm 8 6 5 3 3 1 REP Ø 3/8" @ 15 cm .20 VARIA 3.60 - 2.10 m .40 .45 .55 .50 1.50 SECCION 1 .075 .075 Ø 1/2"@ 20 cm L= 2.00 m Ø 1/2"@ 20 cm varia 4.20-2.70 Primer tramo L=3.00 .30 .30 .30 Ø 1/2"@ 20 cm Varia 4.40 - 2.90 Ø 1/2"@20 cm Ø 1/2"@20 cm Ø 1/2"@20 cm Rep.Ø3/8"@20 cms Rep.Ø3/8"@15 cms Ø 1/2"@20 cm .60 Ø 1/2"@20 cm .30 .20 .10 Rep.Ø1/2"@20 cms Ø1/2"@20 cms .10 .10 .05 .04 .325 .325 .35 1.00 TUBO CONDUVEN 100X40 TUBO CONDUVEN 100X40 @ 1.00 m BROCAL .35 .20 .30 EST.Ø 3/8"@20cm 4Ø1/2" .16 .65 .69 EST.Ø 3/8"@20cm L=1.50 m .50 1.00 .05 4Ø 3/4" EST:Ø 3/8"@ .25 cms c/u .075 .075 .35 .70 .05 2Ø 3/4" EST:Ø 3/8"@ 17.5 cms c/u .075 .075 2Ø1/2" 5Ø1/2" .50 1.20 .05 EST:Ø 3/8"@ .25 cms c/u .075 .075 PROYECTO 3 Nº DE HOJA TOTAL DE HOJAS REVISO CONTIENE DIGITALIZACION: HENRY LEAL FECHA ESCALA. DETALLE DE BARANDA,DET. DENTELLON DEL CAJON 1/50 DISEÑO ESTRUCTURAL DETALLES DE DENTELLON DE ENTRADA Y SALIDA 3 DET. DE LOSAS DE ENTRADA Y SALIDA. DE LA JUNTA CORTE DET. Y DESPIECE DE CAJON DIMENSIONES DEL CAJON MURO EN ALA SECCION 1 MURO EN ALA SECCION 1 DETALLE DE BARANDA DETALLE DE BROCAL DENTELLON DEL CAJON DENTELLON DE SALIDA DENTELLON DE ENTRADA LOSA DE ENTRADA LOSA DE SALIDA LOSA DEL CAJON LOSA DEL CAJON DETALLE DE LOSAS DE ENTRADA Y SALIDA DETALLE DE LA JUNTA ESCALA : 1/50 ESCALA : 1/50 ESCALA : 1/25 ESCALA : 1/10 ESCALA : 1/10 ESCALA : 1/10 ESCALA : 1/10 ESCALA : 1/10 ESCALA : 1/10 ESCALA : 1/10 EN ALA Y VISTA FRONTAL DE DISTRIBUCCION 5 5 5 2.90 .35 .05 .15 .15 1.55 .35 .35 1.05 9Ø 1/2" 1.35 1.55 4Ø 3/4" 9Ø 1/2" 04 .325 .325 .31 1.00 mts 1.00 1.00 1.00 TUBO CONDUVEN 100 X 40 mm TUBO CONDUVEN 100 X 40 mm VISTA LATERAL DE BARANDA ESCALA : 1/10 L/2 L/2 .20 .10 Ø 1/2"@20 cm Ø 1/2"@20 cm .20 .10 VISTA FRONTAL DISTRIBUCION ESCALA : 1/25 PLANTA GENERAL VISTA SUPERIOR ESCALA : 1/50 6.00 1.20 1.50 45º PLANTA ALETAS MURO EN ALA 1 1 2 2 974.00 976.00 Pasarela-976,30 Via Capacho Via Hato de la Virgen E - 790762 E - 790782 E - 790802 27.15 3.55 20.05 3.55 3.55 5 5 5 5 5 5.00 3.55 5 5 5 5 5 5.00 5.00 5.00 5.00 3.55 3.55 8 8 8 2 Ø 1/2"@ 12 cm L= 4.50 m 8 Ø 3/8"@10 cm L=1.95 m .15 .15 1.65 1 Ø 1/2"@ 12 cm L= 12.00 m 3 Ø 1/2"@ 12 cm L= 8.00 m 8 Ø 3/8"@10 cm L=1.85 m .15 .15 1.55 2 Ø 1/2"@ 12 cm L= 4.50 m 8 Ø 3/8"@10 cm L=1.95 m .15 .15 1.65 1 + 2 CORTE LONGITUDINAL ALETA ALETA ESCALA : 1/50 BROCAL BROCAL .45 .45 .35 .45 .45 5 LOSA DE SALIDA LOSA DE ENTRADA 6.15 6.15 6.15 20.05 m 5 DENTELLON DE ENTRADA DENTELLON DE SALIDA .20 2.10 m .40 .25 .25 .50 1.00 SECCION 2 MURO EN ALA SECCION 2 ESCALA : 1/25 Barbacanas Ø=4" @ 1.50 m Ø 1/2"@ 20 cm L= 1.40 m 2.10 DATUM 970.00 PROGRESIVA COTA TERRENO COTA PROYECTO 0.00 0+003 0+015.50 0+035.55 0+036.05 0+039.05 0+043.05 0+044.55 975.00 974.00 973.00 973.00 974.00 974.50 975.00 976.10 973.50 973.00 975.00 975.50 976.10 976.10 976.10 976.10 976.10 976.10 976.10 976.10 976.10 972.50 PROYECTO 1 Nº DE HOJA TOTAL DE HOJAS REVISO CONTIENE CALCULO:RUBEN ARBOLEDA CIV.231795 DIGITALIZACION: FECHA ESCALA. PLANTA DE UBICACION,CORTE TRANSVERSAL, 1/50 DISEÑO ESTRUCTURAL ING.RUBEN ARBOLEDA VI A EL HATO DE LA VIRGEN ESTADO TACHIRA PUENTE CAJON LOS CLEMONES 3 VI A EL HATO DE LA VIRGEN ESTADO TACHIRA PUENTE CAJON LOS CLEMONES VI A EL HATO DE LA VIRGEN ESTADO TACHIRA PUENTE CAJON LOS CLEMONES 27.15 20.05 2.20 10.50 4 Ø 1/2"@ 12 cm L = 12.00 m 4 Ø 1/2"@ 12 cm L = 12.00 m 7 Ø 1/2"@ 12 cm L= 4.00 m 7 Ø 1/2"@ 12 cm L= 4.00 m .25 REP Ø 3/8" @ 12 cm .25 Rep.Ø3/8"@12 cms 5.00 5.00 CALCULO:RUBEN ARBOLEDA CIV.231795 ING.RUBEN ARBOLEDA CALCULO:RUBEN ARBOLEDA CIV.231795 ING.RUBEN ARBOLEDA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bridge, DETAIL, drawer, DWG, erdbebensicher strukturen, seismic structures, steel, structure, strukturen, wall