Beam Bridge DWG Plan for AutoCAD

DESIGN AND CALCULATION OF BEAM BRIDGE WITH CABLES CABLES PRESTRESSING CON 12. DRAWING OF CROSS SECTIONS, LONGITUDINAL CUT; PLAN VIEW AND DETAILS OF REINFORCEMENT ANCHOR

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

distances, heights, partial, accumulated, cable, cable, band, grill of, brackets for supports, additional interleaved, brackets for supports, additional interleaved, right longitudinal cross-section, cut, view, scale, esc .:, cut, the sheath support level, are from the bottom of the mold up, the heights marked in parentisis, note:, view, cross-sections, scale, pos, quantity, long, cut, partial, total, long, total, weight, kg., shape, turns, dint., dint., axis, beam, anchor reinforcements, flat, approved, drawing, date:, scale:, work, cta.cte.catastral sup.a const .:, designer, owner, Location, flat, approved, drawing, date:, scale:, work, cta.cte.catastral sup.a const .:, designer, owner, Location, distances, partial, accumulated, heights, cable, distances, heights, partial, accumulated, cable, cable, ventilation punch with, injection hose, band, grill of, brackets for supports, additional interleaved, brackets for supports, additional interleaved, left longitudinal cut, right longitudinal cross-section, cut, view, scale, esc .:, cut, bridge over rio ypane, sections, transverse, longitudinal, note:, the heights marked in parentisis, are from the bottom of the mold up, the sheath support level, are from the bottom of the mold up, the heights marked in parentisis, note:, flat, approved, drawing, date:, scale:, work, cta.cte.catastral sup.a const .:, designer, owner, Location, distances, heights, partial, accumulated, cable, cable, right longitudinal cross-section, scale, the sheath support level, are from the bottom of the mold up, the heights marked in parentisis, note:, pos, quantity, long, cut, partial, total, long, total, weight, kg., shape, turns, dint., dint., axis, beam, anchor reinforcements, view, cut, esc .:, view, brackets for supports, additional interleaved, brackets for supports, grill of, band, esc .:, cut, additional interleaved, band, scale, cross-sections, elongation at each extremity, of cables, cable, elongation, rope pre-tensioning cables, of steel, cable, cant, length of the, duct, length of the, cable, total beam length, weight of steel, total beam length, cable, length of the, duct, length of the, cant, cable, of steel, rope pre-tensioning cables, elongation, cable, of cables, elongation at each extremity, cross-sections, scale, band, additional interleaved, cut, esc .:, band, brackets for supports, additional interleaved, brackets for supports, view, esc .:, cut, anchor reinforcements, beam, axis, dint., dint., turns, shape, kg., weight, total, long, total, partial, cut, long, quantity, pos, the sheath support level, are from the bottom of the mold up, the heights marked in parentisis, note:, scale, left longitudinal cut, cable, cable, heights, accumulated, partial, distances, inner face, stirrup wall

Raw text data extracted from CAD file:

DISTANCIAS ALTURAS PARCIALES ACUMULADAS CABLE N°1 CABLE N°2 CABLE N°3 100 50 50 100 100 100 100 100 100 100 100 100 105 12.0 12.0 12.0 1205 1255 12.0 12.2 12.1 1305 12.1 12.8 12.5 1405 12.5 15.2 13.8 1505 1605 13.2 19.2 16.1 14.1 24.8 19.3 1705 15.3 32.1 23.4 1805 16.7 40.9 28.4 1905 18.4 51.3 34.3 2005 20.4 63.3 41.1 2105 22.6 77.0 48.8 2205 25.1 92.2 57.5 2305 109.1 27.8 67.0 2410 31.0 128.5 78.0 CABLE N°2 CABLE N°3 CABLE N°1 2 25 3 4 6 10 10 3 25 5 4 25 4 3 25 3 3 25 3 4 25 4 0.000 0.310 0.780 1.285 R4 6d12-1c/10 EN c/CABLE R4 6d12-1c/10 EN c/CABLE R1 ZUNCHO d12 R2 ZUNCHO d12 R3 PARRILLA DE d12 2 HORQUILLAS d12 SOBRE APOYOS R6 R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R6 2 HORQUILLAS d12 SOBRE APOYOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS CORTE LONGITUDINAL DERECHO A CORTE A D D B C VISTA B VISTA C 2 3 3 1 ESCALA : 1/20 ESC.: 1/10 ESC.: 1/10 ESC.: 1/10 ESC.: 1/10 CORTE D (9.0) (11.7) (10.3) (9.7) (15.7) (12.6) (10.6) (21.3) (15.8) (11.8) (28.6) (19.9) (13.2) (37.4) (24.9) (14.9) (47.8) (30.8) (16.9) (59.8) (37.6) (19.1) (73.5) (45.3) (21.6) (88.7) (54.0) (74.5) (125.0) (27.5) (8.5) (8.5) (8.5) (8.6) (8.7) (8.5) (9.3) (8.6) (9.0) EL NIVEL DE APOYO DE LA VAINA SON DESDE EL FONDO DEL MOLDE HASTA LAS ALTURAS MARCADAS EN PARENTISIS NOTA: 1 2 VISTA B 1 1 2 2 3 3 4 4 5 5 6 6 5 5 7 7 14 14 14 14 2-2 1-1 3-3 4-4 5-5 6-6 SECCIONES TRANSVERSALES ESCALA : 1/20 2 1 3 2 1 3 2 1 3 1 2 3 1 2 3 1 2 3 POS d CANTIDAD LARGO A CORTAR PARCIAL TOTAL LONG. TOTAL PESO Kg. FORMA R1 R2 R3 R4 R5 R6 R7 12 10 20 12 12 12 12 4.70 3.80 2.45 1.15X2 3.98 3.00 0.28 3 84 6X6X28 6X2X28 2X2X28 6X3X28 3 84 3 84 394.8 319.2 205.8 1008 2318.4 336 1337.3 112 336.0 504 141.1 6 VUELTAS 5 5 5 5 5 5 dINT. 25 5 5 5 5 5 5 dINT. 20 7 7 7 7 7 35 7 7 7 7 7 35 140 45 45 25 45 25 142 10 EJE VIGA REFUERZOS EN ANCLAJES 1 2 3 4 A B C D 5 6 7 8 E F 8 7 6 5 4 3 2 1 F E D C B A PLANO N° APROBO DIBUJO FECHA: ESCALA: OBRA : CTA.CTE.CATASTRAL : SUP.A CONST.: PROYECTISTA : PROPIETARIO : UBICACION : PLANO N° APROBO DIBUJO FECHA: ESCALA: OBRA : CTA.CTE.CATASTRAL : SUP.A CONST.: PROYECTISTA : PROPIETARIO : UBICACION : DISTANCIAS PARCIALES ACUMULADAS ALTURAS CABLE N°1 CABLE N°2 CABLE N°3 105 100 100 100 100 100 100 100 100 100 100 50 00.00 105 205 305 405 505 605 705 805 905 1005 1105 1205 78.0 128.5 31.0 67.0 109.1 27.8 57.5 92.2 25.1 48.8 77.0 22.6 41.1 63.3 20.4 34.3 51.3 18.4 28.4 40.9 16.7 23.4 32.1 15.3 19.3 24.8 14.1 16.1 19.2 13.2 13.8 15.2 12.5 12.5 12.8 12.1 12.0 12.0 50 1155 12.1 12.2 12.0 12.0 DISTANCIAS ALTURAS PARCIALES ACUMULADAS CABLE N°1 CABLE N°2 CABLE N°3 100 50 50 100 100 100 100 100 100 100 100 100 105 12.0 12.0 12.0 1205 1255 12.0 12.2 12.1 1305 12.1 12.8 12.5 1405 12.5 15.2 13.8 1505 1605 13.2 19.2 16.1 14.1 24.8 19.3 1705 15.3 32.1 23.4 1805 16.7 40.9 28.4 1905 18.4 51.3 34.3 2005 20.4 63.3 41.1 2105 22.6 77.0 48.8 2205 25.1 92.2 57.5 2305 109.1 27.8 67.0 2410 31.0 128.5 78.0 CABLE N°2 CABLE N°1 CABLE N°3 CABLE N°2 CABLE N°3 CABLE N°1 4 25 4 2 25 3 4 2 25 3 4 6 10 10 3 25 3 4 25 4 3 25 5 4 25 4 3 25 3 3 25 3 4 25 4 0.780 1.285 0.310 0.000 0.000 0.310 0.780 1.285 R4 6d12-1c/10 EN c/CABLE R4 6d12-1c/10 EN c/CABLE PONCHITO DE VENTILACION CON MANGUERA PARA INYECCION R1 ZUNCHO d12 R2 ZUNCHO d12 R3 PARRILLA DE d12 2 HORQUILLAS d12 SOBRE APOYOS R6 R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R6 2 HORQUILLAS d12 SOBRE APOYOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS 1 2 3 4 5 6 CORTE LONGITUDINAL IZQUIERDO CORTE LONGITUDINAL DERECHO A CORTE A D D B C VISTA B VISTA C 2 1 3 2 3 1 ESCALA : 1/20 ESCALA : 1/20 ESC.: 1/10 ESC.: 1/10 ESC.: 1/10 ESC.: 1/10 CORTE D PUENTE SOBRE RIO YPANE SECCIONES TRANSVERSALES Y LONGITUDINALES (74.5) (125.0) (27.5) (27.5) (125.0) (74.5) (21.6) (88.7) (54.0) (19.1) (73.5) (45.3) (16.9) (59.8) (37.6) (14.9) (47.8) (30.8) (13.2) (37.4) (24.9) (11.8) (28.6) (19.9) (10.6) (21.3) (15.8) (9.7) (15.7) (12.6) (9.0) (11.7) (10.3) (9.0) (11.7) (10.3) (9.7) (15.7) (12.6) (10.6) (21.3) (15.8) (11.8) (28.6) (19.9) (13.2) (37.4) (24.9) (14.9) (47.8) (30.8) (16.9) (59.8) (37.6) (19.1) (73.5) (45.3) (21.6) (88.7) (54.0) (74.5) (125.0) (27.5) (8.5) (8.5) (8.5) (8.5) (9.0) (8.7) (8.6) (8.6) (9.3) (8.5) (8.5) (8.5) (8.6) (8.7) (8.5) (9.3) (8.6) (9.0) NOTA: LAS ALTURAS MARCADAS EN PARENTISIS SON DESDE EL FONDO DEL MOLDE HASTA EL NIVEL DE APOYO DE LA VAINA EL NIVEL DE APOYO DE LA VAINA SON DESDE EL FONDO DEL MOLDE HASTA LAS ALTURAS MARCADAS EN PARENTISIS NOTA: 1 2 3 4 A B C D 5 6 7 8 E F 8 7 6 5 4 3 2 1 F E D C B A PLANO N° APROBO DIBUJO FECHA: ESCALA: OBRA : CTA.CTE.CATASTRAL : SUP.A CONST.: PROYECTISTA : PROPIETARIO : UBICACION : 4 25 4 \A1;0.20 \A1;0.50 1.45 \A1;0.18 \A1;0.16 \A1;0.79 \A1;0.16 \A1;0.41 \A1;1.00 \A1;0.15 \A1;0.15 DISTANCIAS ALTURAS PARCIALES ACUMULADAS CABLE N°1 CABLE N°2 CABLE N°3 100 50 50 100 100 100 100 100 100 100 100 100 105 12.0 12.0 12.0 1205 1255 12.0 12.2 12.1 1305 12.1 12.8 12.5 1405 12.5 15.2 13.8 1505 1605 13.2 19.2 16.1 14.1 24.8 19.3 1705 15.3 32.1 23.4 1805 16.7 40.9 28.4 1905 18.4 51.3 34.3 2005 20.4 63.3 41.1 2105 22.6 77.0 48.8 2205 25.1 92.2 57.5 2305 109.1 27.8 67.0 2410 31.0 128.5 78.0 CABLE N°2 CABLE N°1 CABLE N°3 CORTE LONGITUDINAL DERECHO ESCALA : 1/20 (9.0) (11.7) (10.3) (9.7) (15.7) (12.6) (10.6) (21.3) (15.8) (11.8) (28.6) (19.9) (13.2) (37.4) (24.9) (14.9) (47.8) (30.8) (16.9) (59.8) (37.6) (19.1) (73.5) (45.3) (21.6) (88.7) (54.0) (74.5) (125.0) (27.5) (8.5) (8.5) (8.5) (8.6) (8.7) (8.5) (9.3) (8.6) (9.0) EL NIVEL DE APOYO DE LA VAINA SON DESDE EL FONDO DEL MOLDE HASTA LAS ALTURAS MARCADAS EN PARENTISIS NOTA: 1 1 2 2 3 3 4 4 5 5 6 6 POS d CANTIDAD LARGO A CORTAR PARCIAL TOTAL LONG. TOTAL PESO Kg. FORMA R1 R2 R4 R5 R6 R7 12 10 20 12 12 12 4.70 3.80 1.15X2 3.98 3.00 0.28 3 84 6X6X28 6X2X28 2X2X28 6X3X28 3 84 394.8 319.2 1008 2318.4 336 1337.3 112 336.0 504 141.1 6 VUELTAS 5 5 5 5 5 5 dINT. 25 5 5 5 5 5 5 dINT. 20 140 45 45 25 45 25 142 10 EJE VIGA REFUERZOS EN ANCLAJES VISTA B 2 1 CORTE D ESC.: 1/10 ESC.: 1/10 ESC.: 1/10 3 1 3 2 VISTA C VISTA B C B D D 2 HORQUILLAS d12 SOBRE APOYOS R6 R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R6 2 HORQUILLAS d12 SOBRE APOYOS R3 PARRILLA DE d12 R2 ZUNCHO d12 R4 6d12-1c/10 EN c/CABLE R4 6d12-1c/10 EN c/CABLE 1.285 0.780 0.310 0.000 4 25 4 3 25 3 3 25 3 4 25 4 3 25 5 10 2 25 3 4 ESC.: 1/12.5 CORTE A R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R1 ZUNCHO d12 6 10 3 2 1 3 2 1 3 2 1 3 1 2 3 1 2 3 1 2 ESCALA : 1/20 SECCIONES TRANSVERSALES 6-6 5-5 4-4 3-3 1-1 2-2 14 14 14 14 7 7 5 5 ALARGAMIENTO EN CADA EXTREMIDAD DE LOS CABLES CABLE ALARGAMIENTO (mm.) 1 2 3 80.2 80.7 81.2 CABLES DE PRETENSADO CON 12 CORDAJES d 1/2" DE ACERO CP-190RB 12.5 CABLE CANT. LONGITUD DEL DUCTO (m.) LONGITUD DEL CABLE (m.) 1 2 3 1 1 1 23.92 23.87 23.85 26.00 26.00 26.00 LONGITUD TOTAL P/1 VIGA : 78.00m. PESO DEL ACERO P/1VIGA : 726.00Kg. PESO DEL ACERO P/1VIGA : 726.00Kg. LONGITUD TOTAL P/1 VIGA : 78.00m. 26.00 26.00 26.00 23.85 23.87 23.92 1 1 1 3 2 1 CABLE (m.) LONGITUD DEL DUCTO (m.) LONGITUD DEL CANT. CABLE d 1/2" DE ACERO CP-190RB 12.5 CABLES DE PRETENSADO CON 12 CORDAJES 81.2 80.7 80.2 3 2 1 (mm.) ALARGAMIENTO CABLE DE LOS CABLES ALARGAMIENTO EN CADA EXTREMIDAD 5 5 7 7 14 14 2-2 1-1 3-3 4-4 5-5 6-6 SECCIONES TRANSVERSALES ESCALA : 1/25 2 1 3 2 1 3 2 1 3 1 2 3 1 2 3 1 2 3 6 10 R1 ZUNCHO d12 R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS CORTE A ESC.: 1/12.5 2 25 3 4 10 3 25 5 4 25 4 3 25 3 3 25 3 4 25 4 0.000 0.310 0.780 1.285 R4 6d12-1c/10 EN c/CABLE R4 6d12-1c/10 EN c/CABLE R2 ZUNCHO d12 2 HORQUILLAS d12 SOBRE APOYOS R6 R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R5 5 EST.d10c/20 ADICIONALES INTERCALADOS R6 2 HORQUILLAS d12 SOBRE APOYOS D D B C VISTA B VISTA C 2 3 1 3 ESC.: 1/10 ESC.: 1/10 ESC.: 1/10 CORTE D 1 2 REFUERZOS EN ANCLAJES VIGA EJE 10 142 25 45 25 45 45 140 dINT. 20 5 5 5 5 5 5 dINT. 25 5 5 5 5 5 5 6 VUELTAS 141.1 504 336.0 112 1337.3 336 2318.4 1008 319.2 394.8 84 3 6X3X28 2X2X28 6X2X28 6X6X28 84 3 0.28 3.00 3.98 1.15X2 3.80 4.70 12 12 12 20 10 12 R7 R6 R5 R4 R2 R1 FORMA Kg. PESO TOTAL LONG. TOTAL PARCIAL CORTAR LARGO A CANTIDAD d POS EL NIVEL DE APOYO DE LA VAINA SON DESDE EL FONDO DEL MOLDE HASTA LAS ALTURAS MARCADAS EN PARENTISIS NOTA: (9.3) (8.6) (8.6) (8.7) (9.0) (8.5) (8.5) (8.5) (8.5) (10.3) (11.7) (9.0) (12.6) (15.7) (9.7) (15.8) (21.3) (10.6) (19.9) (28.6) (11.8) (24.9) (37.4) (13.2) (30.8) (47.8) (14.9) (37.6) (59.8) (16.9) (45.3) (73.5) (19.1) (54.0) (88.7) (21.6) (63.5) (105.6) (24.3) (27.5) (125.0) (74.5) ESCALA : 1/20 CORTE LONGITUDINAL IZQUIERDO 6 5 4 3 2 1 CABLE N°3 CABLE N°1 CABLE N°2 12.0 12.0 12.2 12.1 1155 50 12.0 12.0 12.1 12.8 12.5 12.5 15.2 13.8 13.2 19.2 16.1 14.1 24.8 19.3 15.3 32.1 23.4 16.7 40.9 28.4 18.4 51.3 34.3 20.4 63.3 41.1 22.6 77.0 48.8 25.1 92.2 57.5 27.8 109.1 67.0 31.0 128.5 78.0 1205 1105 1005 905 805 705 605 505 405 305 205 105 00.00 50 100 100 100 100 100 100 100 100 100 100 105 CABLE N°3 CABLE N°2 CABLE N°1 ALTURAS ACUMULADAS PARCIALES DISTANCIAS (63.5) (105.6) (24.3) A \A1;1.45 \A1;1.00 \A1;0.50 \A1;1.21 \A1;0.09 \A1;0.15 \A1;0.25 \A1;0.79 \A1;0.16 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.41 \A1;0.16 \A1;0.18 \A1;0.50 \A1;1.00 \A1;1.75 \A1;0.40 \A1;0.13 CARA INTERIOR \A1;0.16 \A1;0.50 \A1;0.20 \A1;0.18 \A1;0.16 \A1;0.79 \A1;1.00 \A1;0.41 \A1;0.15 \A1;0.15 1.45 MURO DE ESTRIBO

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
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File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beam, bridge, cables, calculation, cross, dach, dalle, Design, drawing, DWG, escadas, escaliers, lajes, mezanino, mezzanine, plan, platte, reservoir, roof, sections, slab, stair, telhado, toiture, treppe

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