Plano Auto Metal Bridge Beams Light = 28m DWG Section for AutoCAD

Plano Auto Metal Bridge Beams Light = 28m DWG Section for AutoCAD

Plano Details Metal Beams; elevation; plants Bracing Upper and Lower Sections Shear Connectors

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

threaded, perforations, borr, ocult, support in neoprene, plate in concrete, metal railing, work no., ind., general plant bridge, general notes, plane no., no mat., design, scale, date, drawing, rev ., revisions, rev, por, apr., description, rehabilitation section jerico-chita, lv, jlb, jd, issued for manufacturing

Raw text data extracted from CAD file:

\A1;16 \A1;25 \A1;16 \A1;32 \A1;13 \A1;19 \A1;10 \A1;44 \A1;51 \A1;32 \A1;64 \A1;70 \A1;35 \A1;19 \A1;19 \A1;25 \A1;19 \A1;19 \A1;22 \A1;38 \A1;57 \A1;64 \A1;70 \A1;22 \A1;13 \A1;25 \A1;22 \A1;76 \A1;32 \A1;83 \A1;32 \A1;32 \A1;32 \A1;95 \A1;32 \A1;102 \A1;25 \A1;51 \A1;25 \A1;70 \A1;76 \A1;76 \A1;25 \A1;83 \A1;19 \A1;19 \A1;89 \A1;19 \A1;25 \A1;57 \A1;25 \A1;44 \A1;83 \A1;22 \A1;35 \A1;22 \A1;38 \A1;22 \A1;44 \A1;19 \A1;76 \A1;35 \A1;22 \A1;57 \A1;38 \A1;83 \A1;24 \A1;64 \A1;28 \A1;32 \A1;32 \A1;37 \A1;89 \A1;64 \A1;25 \A1;25 \A1;95 \A1;102 \A1;19 \A1;44 \A1;21 \A1;25 \A1;44 \A1;57 \A1;102 \A1;76 \A1;73 \A1;156 \A1;197 \A1;38 \A1;558 \A1;38 \A1;2600 \A1;14000 \A1;320 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;9000 \A1;5000 \A1;320 \A1;2680 \A1;6000 \A1;5000 \A1;14000 \A1;14000 \A1;38 \A1;38 \A1;32 \A1;32 \A1;25 \A1;25 \A1;10 \A1;10 \A1;19 \A1;19 \A1;19 \A1;19 \A1;19 \A1;25 \A1;32 \A1;38 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 \A1;1710 320 3420 3420 3420 3420 3420 3420 3420 3420 320 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 2600 1300 1300 320 3420 3420 3420 3420 3420 3420 3420 3420 320 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 2600 1300 1300 LONG.TOTAL PUENTE 28000 14000 14000 320 2680 5870 5130 5130 5870 2680 320 9000 10000 9000 3420 3420 3420 3420 3420 3420 3420 3420 1710 1710 1710 1710 1710 1710 5000 1200 2600 1200 1300 1300 1428 5000 1200 2600 1200 1300 1300 1428 1-1/16" d25 d13/16" d21 d27 d16 d11 d26 d10 ROSCADA M20 ROSCADA M10 ROSCADA M16 d9/16" d14.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SAE GR-5 5 5 5 A325 d3/4" 5 ROSCADA 5 M12 5 5 5 5 5 d7/8" 5 5 5 d24 d7/8" 5 d1-1/4" 5 5 5 5 5 5 5 5 5 d1" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1-1/16" d27 d9/16" d1/2" d1-5/16" d1-1/4" 5 5 5 5 5 5 5 5 5 5 d3/4" 5 5 5 5 5 d15/16" 5 d3/4" 5 d1" 5 5 5 d1-1/4" 1-3/4" 44 5 51 2-1/4" 57 64 2-3/4" 70 3" 76 3-1/4" 83 5 89 95 4" 5 102 108 4-1/2" 114 5 5 5 d1" d14 d33 d5/8" d11/16" d17 5 d1-9/16" 5 d40 d1-1/2" 5 d7/8" 5 5 5 5 5 2" 5 5 2-1/2" 3-1/2" 5 5 3-3/4" 4-1/4" d14A 5 5 PERFORACIONES BORR OCULT d7/16" d11 5 5 \W1.17647x;\T0.95000;\U+2104\W1.05882x;PUENTE 5 5 5 5 5 5 5 5 5 5 5 \W1.17647x;\T0.95000;\U+2104\W1.05882x;PUENTE 5 5 5 5 \W1;\T0.95;U\W0.9;\T1;\C0;TRAMO 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 \W1.17647x;\T0.95000;\U+2104\W1.05882x;PUENTE 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 RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RVRIOSTRA \W0.82353x;VERTICAL RIOSTRARV \W0.82353x;VERTICAL R2 R1 R3 R2 R1 R3 R4 R4 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 \W1.05882x;\LPLANTA ARRIOSTRADOARRIOSTRADO \W1.05882x;SUPERIOR \W1.05882x;ESC 1:40 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 R2 R1 R3 R2 R1 R3 R4 R4 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 R2 R1 R3 R2 R1 R3 R4 R4 LONG.TOTAL PUENTE <> 5 5 5 5 5 5 5 5 5 5 F=0 F=65 F=75 F=27 F=0 F=65 F=27 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.05882x;\LPLANTA ARRIOSTRADOARRIOSTRADO \W1.05882x;INFERIOR \W1.05882x;ESC 1:40 \W1.05882x;\LELEVACION PUENTEPUENTE \W1.05882x;ESC 1:40 \W0.88235x;TRAMO TR1\W0.88235x;D. \W0.88235x;TRAMO TR2 \W0.88235x;TRAMO TR1\W0.88235x;IZ. 1 2 T01 T01 3 T01 1 2 T01 T01 3 T01 \W1.17647x;\T0.95000;\U+2104\W1.05882x;PUENTE \W0.88235x;TR1\W0.88235x;D. \W0.88235x;TR1\W0.88235x;Z. \W0.88235x;TR2 \W0.88235x;TR2 \W0.88235x;TR1\W0.88235x;Z. \W0.88235x;TR1\W0.88235x;D. APOYO EN NEOPRENO APOYO EN NEOPRENO A A B B A A B B \W1.17647x;\T0.95000;\LSECCION A-AA-A \W1.05882x;ESC 1:40 5 5 5 5 5 5 5 PLACA EN CONCRETO PLACA EN CONCRETO \W1.17647x;\T0.95000;\LSECCION B-BB-B \W1.05882x;ESC 1:40 5 5 5 5 5 5 5 R4 R5 R5 BARANDA METALICA BARANDA METALICA OBRA No. IND. 2013-09-20 0 M01 PLANTA GENERAL PUENTE 13-10-21 0 NOTAS GENERALES PLANOS DE DESPIECE 1. T01 TRAMO TR1 DESPIECE 2. T02 TRAMO TR2 DESPIECE 3. T03 RIOSTRAS DESPIECE 1 M J K L 3 2 4 G I H E F B C D 1 A 3 2 4 6 5 7 9 8 10 PLANO No. No MAT. DISEÑO 12 11 ESCALA FECHA 1= DIBUJO M REV. 13 REVISIONES REV POR FECHA No APR. DESCRIPCION J L K 6 5 7 9 8 10 G I H E F B C D 12 11 13 A REHABILITACION TRAMO JERICO-CHITA PUENTE TABLA PR15+500 L.V J.L.B J.D. EMITIDO PARA FABRICACION

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	auto, autocad, beams, bracing, bridge, details, DWG, elevation, light, metal, plano, plants, section, sections, upper