Peatonal Bridge DWG Full Project for AutoCAD

Peatonal Bridge DWG Full Project for AutoCAD

Project reticulated beam to be use like peatonal bridge

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

sa, abb, pepsa, reviews, description, date, rev., by, drawn by :, verif., approved by :, verified by :, asea brown boveri, detail engineering, electro peru sa, reactive compensation, title :, file :, date :, scale :, rev :, total, total weight, designation, pos., cant., unit., unit weight, list of profiles, kg., technical specifications:, flat and pressure washer., indicated ., -connectors and welding :, notes :, -galvanized :, -structural steel :, list of washers, diameter, weight kg., quantity, unit, sub-total, view to, beam axis, recommended adjustment torque, section cc, section dd, typical, bolt, bolt legend, a. n x m, legend of cuts, r. n x m, symbol, hole, length, list of pins, code

Raw text data extracted from CAD file:

S.A. ABB TA08E MAR. '00 0 PEPSA PEPSA PEPSA PEPSA REVISIONES DESCRIPCION FECHA REV. AMPLIACION S.E. TALARA 220 kV POR DIBUJADO POR: DISE%%209ADO POR: VERIF. APROBADO POR: VERIFICADO POR: ASEA BROWN BOVERI L.T. 220kV. TALARA - ZORRITOS INGENIERIA DE DETALLE ELECTRO PERU S.A. COMPENSACION REACTIVA TITULO: ARCHIVO: FECHA: ESCALA: REV: PLANO N%%186. 88 L-2"x3/16" 1400 \A1;1000 \A1;912 \A1;44 \A1;44 1 H G 2 F E D C B A 1 2 3 4 5 6 7 8 9 3 4 5 6 7 8 9 10 11 12 H G F E D 10 11 12 C B A \A1;44 \A1;44 \A1;38 \A1;44 \A1;7x45° \A1;1000 \A1;940 \A1;110 \A1;570 \A1;575 \A1;950 \A1;575 \A1;575 \A1;950 \A1;575 \A1;940 \A1;570 \A1;110 \A1;3500 \A1;4000 \A1;4000 \A1;3500 \A1;15000 \A1;54 \A1;54 \A1;27 \A1;54 \A1;27 \A1;54 \A1;54 \A1;54 \A1;27 \A1;54 \A1;54 \A1;54 \A1;27 \A1;54 \A1;54 \A1;54 \A1;5 \A1;383 \A1;29 \A1;44 \A1;912 \A1;44 \A1;44 \A1;940 \A1;940 \A1;950 \A1;950 \A1;950 \A1;950 \A1;940 \A1;940 \A1;580 \A1;940 \A1;940 \A1;940 \A1;200 \A1;950 \A1;950 \A1;950 \A1;950 \A1;200 \A1;950 \A1;950 \A1;950 \A1;950 \A1;200 \A1;940 \A1;940 \A1;940 \A1;580 \A1;4785 \A1;5 \A1;5420 \A1;5 \A1;4785 \A1;35 \A1;210 \A1;290 \A1;290 \A1;210 \A1;44 \A1;912 \A1;44 \A1;35 \A1;35 8 L-2"x2"x¼" 88 \A1;500 \A1;500 \A1;500 \A1;500 \A1;29 \A1;29 \A1;100 \A1;44 \A1;100 \A1;60 \A1;35 \A1;50 \A1;10x45° \A1;50 \A1;1000 \A1;100 \A1;100 \A1;44 \A1;29 \A1;29 \A1;35 \A1;35 \A1;580 \A1;940 \A1;940 \A1;940 \A1;200 \A1;950 \A1;950 \A1;950 \A1;950 \A1;200 \A1;950 \A1;950 \A1;950 \A1;950 \A1;200 \A1;940 \A1;940 \A1;940 \A1;580 \A1;940 \A1;110 \A1;950 \A1;570 \A1;575 \A1;575 \A1;575 \A1;950 \A1;575 \A1;570 \A1;940 \A1;110 \A1;940 \A1;940 \A1;950 \A1;950 \A1;950 \A1;950 \A1;940 \A1;940 \A1;100 \A1;44 \A1;35 \A1;1000 \A1;100 \A1;44 \A1;35 \A1;50 \A1;50 \A1;29 \A1;35 \A1;45° \A1;n \A1;m \A1;m \A1;n \A1;170 \A1;170 \A1;170 \A1;246 \A1;84 \A1;170 \A1;1000 \A1;100 \A1;44 \A1;35 \A1;1000 \A1;100 \A1;44 \A1;35 5 L-2½"x¼" 1000 35+930+35 5 5 3 1 L-3"x¼" 4785 5 (VISTA SUPERIOR) Esc. 1:20 VIGA V-1 L-3"x¼" 4785 1 L-3"x¼" 5420 2 L-3"x¼" 5420 2 L-3"x¼" 4785 1 L-3"x¼" 4785 1 35+930+35 L-2½"x¼" 1000 \A1;Aguj. d9/16" 3 L-2"x3/16" 1076 25+1026+25 4 4 4 4 4 4 L-2"x3/16" 1078 25+1028+25 5 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 5 DETALLE 1 DETALLE 2 DETALLE 3 5 DETALLE 3 Esc. 1:5 SECCION X-X (TIPICA) Esc. 1:10 5 38 5 <>x45° 10.13922848286029 10.13922848286029 10.13922848286029 4 \A1;Aguj. d11/16" L-2"x3/16" 1076 10.13922848286029 10.13922848286029 10.13922848286029 4 L-2½"x¼" 1000 3 35+930+35 \A1;Aguj. d9/16" 4 4 L-3"x¼" 4785 1 L-3"x¼" 4785 25+1026+25 4 1 4 10.13922848286029 10.13922848286029 25+1028+25 DETALLE 3 10.13922848286029 10.13922848286029 4 L-21"x1/4" 966 6 27+912+27 5 L-2"x3/16" 1078 5 5 5 5 (VISTA FRONTAL) VIGA V-1 10.13922848286029 L-3"x¼" 5420 2 Esc. 1:20 10.13922848286029 5 5 L-3"x¼" 5420 2 5 10.13922848286029 5 5 5 5 L-3"x¼" 4785 L-3"x¼" 4785 10.13922848286029 10.13922848286029 5 5 5 10.13922848286029 B 10.13922848286029 1 B 5 4 4 1 4 4 4 4 10.13922848286029 3 L-2½"x¼" 1000 4 35+930+35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L-2.5"x2.5"x1/4" 4 TOTAL 1000 4000 6.11 1083.88 PESO TOTAL LONGITUD (mm.) L-2.5"x2.5"x1/4" L-2"x2"x3/16" L-2"x2"x3/16" L-3"x3"x1/4" DESIGNACION 6 7 5 4 3 1 2 POS. 2 CANT. 6.11 10840 TOTAL 5420 UNIT. 3.64 3.64 7.31 PESO UNITARIO kg/m. LISTA DE PERFILES 79.24 kg. 10.13922848286029 L-2½"x¼" 1000 10.13922848286029 10.13922848286029 L-3"x3"x1/4" 2 4785 9570 7.31 69.95 966 1076 1078 2898 60256 68992 3 56 64 12 L-2"x2"x3/16" 628 7536 3.64 219.33 24.44 27.43 17.70 251.13 ELECTRODOS AWS E60 Fu=4200Kg/cm2. POR INMERSION EN CALIENTE DE ACUERDO A LAS NORMAS ASTM A123, A153 Y A394 PERNOS DE CABEZA Y TUERCA HEXAGONAL ASTM A394 TIPO "O" Fu=5200 kg/cm2 PERFILES LAMINADOS Y PLANCHAS PARA UNIONES ASTM A36 Fy=2500 kg/cm2 ESPECIFICACIONES TECNICAS: 1.- TODOS LOS PERNOS ESTARAN PREVISTOS DE TUERCA, 2.- TODAS LAS PIEZAS SERAN IDENTIFICADAS INDIVIDUALMENTE 3.- TODAS LAS MEDIDAS ESTAN EN MILIMETROS EXCEPTO LAS ARANDELA PLANA Y DE PRESION. (PUNZONADAS). INDICADAS. -CONECTORES Y SOLDADURA: NOTAS: -GALVANIZADO: -ACERO ESTRUCTURAL: LISTA DE ARANDELAS DESIGNACION DIAMETRO 5/8" 1/2" PESO kg. 312 320 CANTIDAD 0.01625 TOTAL 0.0095 UNITARIO 5.07 8.11 3.04 SUB-TOTAL A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 A.5x10 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 5 5 5 5 5 10.13922848286029 VISTA A Esc. 1:10 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 3 L-2½"x¼" 1000 3 3 3 EJE DE VIGA EJE DE VIGA 13.1638303661382 13.1638303661382 13.1638303661382 13.1638303661382 TORQUE DE AJUSTE RECOMENDADO 1/2" 3/4" 5/8" DIAMETRO 10 48 25 T (kg-m) A C C SECCION C-C Aguj. d20 DETALLE 2 5 Esc. 1:7.5 5 5 5 5 0.0 DETALLE 5 Esc. 1:5 6 0.0 19.1257617987003 SECCION D-D 19.1257617987003 19.1257617987003 9 4.625399126322236 46.40864162290256 DETALLE 1 Esc. 1:7.5 46.40864162290256 46.40864162290256 46.40864162290256 A.5x10 46.40864162290256 A.5x10 6 6 6 6 46.40864162290256 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 4.625399126322236 4.625399126322236 4.625399126322236 4.625399126322236 4.625399126322236 R.A.45° L-2½"x1/4" 966 6 R.A.45° 7 R.A.45° R.A.45° EJE DE VIGA 7 6 4.625399126322236 DETALLE 5 25+578+25 R.A.45° R.A.45° L-2"x3/16" 628 7 0.7496129635251236 R.A.45° R.A.45° 7 EJE DE VIGA 6 TIPICO 6 0.0 D D 7 9 0.0 0.0 0.0 5 R.A.45° PERNO LEYENDA DE PERNOS A. n x m n m m n LEYENDA DE RECORTES R. n x m 11/16" 9/16" SIMBOLO AGUJERO 5/8" 1/2" SUB-TOTAL PESO (kg) LONGITUD 5/8" 1/2" DIAMETRO 156 160 LISTA DE PERNOS CANTIDAD 1 3/4" 1 1/2" UNITARIO 0.0719 0.1395 TOTAL 33.26 21.76 11.50 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 10.13922848286029 DETALLE 4 Esc. 1:5 DETALLE 4 9 9 L-2"x2"x3/16" 170 1530 3.64 5.57 8 8 L-3"x1/4" 383 8 8 8 L-3"x1/4" 383 8 4V1 4V1 4V1 4V1 4V1 4V1 4V1 6AV1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 4V1 4V1 5V1 5V1 5V1 5V1 5V1 5V1 4V1 4V1 4V1 4V1 4V1 6AV1 6VA1 3BV1 3AV1 3AV1 4V1 4V1 4V1 4V1 4V1 4V1 4V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 5V1 4V1 4V1 4V1 4V1 4V1 4V1 4V1 6BV1 6CV1 6BV1 3BV1 3BV1 3BV1 3AV1 3AV1 6BV1 6BV1 6BV1 6AV1 7V1 7V1 7V1 7V1 1V1D 1V1B 1V1C 1V1A 2V1A 2V1B 2V1A 2V1A \A1;9V1 0.0 8V1 04 DERECHOS 04 IZQUIERDOS CODIGO 3BV1 9V1 7V1 6AV1 4V1 2V1B 1V1A 5V1 2 2V1A L-3"x3"x1/4" 2 79.24 5420 10840 7.31 1V1B 1V1C 1V1D 1 1 1 2 2 2 L-3"x3"x1/4" 4785 L-3"x3"x1/4" 4785 L-3"x3"x1/4" 4785 9570 9570 9570 7.31 7.31 7.31 69.95 69.95 69.95 3 3AV1 4 L-2.5"x2.5"x1/4" 1000 4000 6.11 24.44 7 7V1 -18.07824069920753 EJE DE VIGA 6CV1 7 L-2"x3/16" 628 6 EJE DE VIGA -18.07824069920753 SECCION B-B (TIPICA) Esc. 1:10 -18.07824069920753 L-2½"x1/4" 966 6 7V1 6CV1 R.A.45° R.A.45° 7V1 7 7V1 7 6CV1 25+578+25 -18.07824069920753 -18.07824069920753 R.A.45° R.A.45° DETALLE 5 TIPICO -18.07824069920753 R.A.45° R.A.45° 6 -18.07824069920753 6AV1 6 -18.07824069920753 R.A.45° R.A.45° X X X X 1V1B 1V1B 1V1A 1V1A 6BV1 6CV1 6 6 L-2.5"x2.5"x1/4" 966 57.96 6.11 35.41 6.11 17.70 2898 966 6 L-2.5"x2.5"x1/4" 3 8V1 8 8 L-3"x3"x1/4" 383 7.31 3064 22.40

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, beam, bridge, DWG, full, peatonal, Project, reticulated