Pre Manufactured Trabes DWG Block for AutoCAD

Pre Manufactured Trabes DWG Block for AutoCAD

Work shop plane to manufacture trabes type drawer pre reinforced for vehicular bridges

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

changes of section of trab, location of supporting axes, grease length, reference of start of lubrication of strings, grease length, support, distribution of stirrups, torones view detail, view distribution, torones view detail, view distribution, slot shaft, see distribution, bed of strings., bed of strings., bed of strings., bed of strings., bed of strings., bed of strings., toron, length of produced from cm, lock edge, slot shaft, view distribution, see distribution, Accessory, variable of, variable, torones view detail, see distribution, Accessory, detail, geometry, detail, geometry, the concrete will have a resistance of, reinforcement, general specifications, the reinforcing steel will be, materials, draft, dimensions taken from original project, geometry, element:, between the axes:, parts to manufacture, scale, date, quotas, do not., reference plane, p., centimeters, the reinforcing steel will be, no case could overlap more than the delacero de, reinforcement in the same section., longitudinal pressure steel, for overlap joints between rods see, in strings of, tensor strings of kg, Location:, plane of:, plan no., the concrete will have a resistance of, reinforcement, general specifications, the reinforcing steel will be, materials, draft, dimensions taken from original project, element:, parts to manufacture, scale, date, quotas, do not., reference plane, p., centimeters, the reinforcing steel will be, no case could overlap more than the delacero de, reinforcement in the same section., longitudinal pressure steel, for overlap joints between rods see, in strings of, tensor strings of kg, Location:, plane of:, plan no., geometry, between the axes:, the concrete will have a resistance of, reinforcement, general specifications, the reinforcing steel will be, materials, draft, dimensions taken from original project, geometry, element:, between the axes:, parts to manufacture, scale, date, quotas, do not., reference plane, p., centimeters, the reinforcing steel will be, no case could overlap more than the delacero de, reinforcement in the same section., longitudinal pressure steel, for overlap joints between rods see, in strings of, tensor strings of kg, Location:, plane of:, plan no., the concrete will have a resistance of, reinforcement, general specifications, the reinforcing steel will be, materials, draft, dimensions taken from original project, element:, parts to manufacture, scale, date, quotas, do not., reference plane, p., centimeters, the reinforcing steel will be, no case could overlap more than the delacero de, reinforcement in the same section., longitudinal pressure steel, for overlap joints between rods see, in strings of, tensor strings of kg, Location:, plane of:, plan no., geometry, between the axes:, of neoprene support, edge, of neoprene support, edge, det., prefabricated parapet clamping bolt, rough mm, variable, spinning origin, spinning origin, variable, swirl details, pin grooves, lock edge, from trab, prefabricated parapet clamping bolt, rough mm, transverse direction

Raw text data extracted from CAD file:

50.2 3508.1 100.2 100 3208.2 3608.4 3608.4 77 95 50 100 100 77 95 172 172 20 R5 8 172 26 25 99 10 4 8 v a r í a v a r í a 26.9 10 141.6 20 R5 205 22.9 79.6 25 R5 8 172 26 25 99 10 4 8 v a r í a v a r í a 32.4 10 136 R5 25 205 3.5 74 25 32.4 10 136 2.8 5.2 2.8 5.2 2.1 22.9 79.6 2.1 v a r í a 26.9 10 141.6 3.5 74 25 v a r í a 12 12 0.6 0.6 0.6 0.6 58.7 v a r í a 4 4.6 12.6 121 121 23.6 50 77 67 205 172 v a r í a v a r í a R400 R400 8 26.4 36 30 8 58.7 v a r í a 36 30 8 239.8 v a r í a 89.9 8 69 95 178.4 178.4 4 160 77 30 v a r í a 30 239.8 v a r í a 64.4 89.9 8 95 30 89.9 30 30 89.9 30 2.8 5.2 2.8 5.2 v a r í a v a r í a 20 140 10 15 20 15 20 10 21 6@10=60 (14R #5) 38@12=456 100 100 2400 100 100 50 3500 50 7@12=84 @15 400 400 3@12=36 (14R #5) 38@12=456 7@12=84 21 6@10=60 (14R #5) 3@12=36 (14R #5) -46.89205086651146 -46.89205086651146 -46.89205086651146 CAMBIOS DE SECCION DE TRABE -46.89205086651146 -46.89205086651146 -46.89205086651146 -46.89205086651146 -46.89205086651146 UBICACION DE EJES DE APOYO -46.89205086651146 -46.89205086651146 -46.89205086651146 LONGITUD DE ENGRASE L1 REFERENCIA DE INICIO DE ENGRASE DE TORONES LONGITUD DE ENGRASE L2 1 1 4 2 2 3 3 5 5 4 4 2 2 3 3 5 5 4 \A1;EJE DE APOYO \A1;EJE DE APOYO C O R T E L O N G I T U D I N A L R E F U E R Z O -46.89205086651146 -46.89205086651146 -46.89205086651146 -46.89205086651146 -46.89205086651146 (6R #4) (4R #4) DISTRIBUCION DE ESTRIBOS -46.89205086651146 (6R #4) -46.89205086651146 -46.89205086651146 -46.89205086651146 -46.89205086651146 20 20 20 20 20 20 20 20 20 59 24 11 15 10 18 17 9 18 12 20 20 20 20 20 20 20 20 20 59 24 11 15 10 18 17 9 18 12 206.5 6.5 19 154 206.5 19 154 6.5 40 62.5 40 62.5 5.5 19 78 5.5 19 78 7.5 30.4 20 20 20 20 17 20 17.1 172 40 100 100 100 100 100 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 -29.00029862563591 C O R T E 1 - 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2 R E F U E R Z O 4 VARS.#12 VARS.#4@15 VARS.#4@15 \A1;106 TORONES \S5/8;" VER DETALLE A VARS.#4@15 4 VARS.#12 VARS.#4@15 VARS.#4@15 4 VARS.#12 -28.57102454923102 VARS.#4@15 VARS.#4@15 VARS.#12 VARS.#4 2 VARS.#5 VARS.#12 VARS.#4 -28.57102454923102 -28.57102454923102 BAST.#4@12 -28.57102454923102 -28.57102454923102 BAST.#4@12 BAST.#4@15 -28.57102454923102 BAST.#4 BAST.#4@15 VARS.#4@15 2#4 E#4 2#4 E#4@15 VARS.#4 VER DISTRIBUCION 2VARS.#5 VER DISTRIBUCION 2VARS.#5 VER DISTRIBUCION \A1;#4 @15 \A1;#4 @15 43.9 38.5 6.5 11 28 11 6.5 9 11 28 11 6.5 9 38.5 6.5 9 14 10 10 10 77 6 100 100 100 100 13.2 25.8 13.2 13.2 25.8 13.2 43.9 C O R T E 4 - 4 R E F U E R Z O -45.93419131104833 E#4 E#4 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 4 VARS.#12 VARS.#4@15 VARS.#4@20 VARS.#4@15 VARS.#4@20 E#5 VARS.#4@15 VARS.#4@15 VARS.#5 EJE DE RANURA EJE DE RANURA E#5 E#5 VARS.#12 -45.93419131104833 -45.93419131104833 BAST.#4@12 -45.93419131104833 -45.93419131104833 BAST.#4@12 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 -45.93419131104833 VARS.#4 E#5 VER DISTRIBUCIÓN E#5 VER DISTRIBUCIÓN \A1;ACC. A-1 5.2 6 5.2 5.2 12 6 6 6 6 6 6 6 18 6 12 12 6 6 6 6 6 6 6 18 6 12 6 6 6 6 6 6 6 12 6 9 6 6 6 6 6 6 6 6 6 6 6 6 12 6 9 6 6 6 6 6 12 6 6 6 6 6 12 6 12 6 6 6 6 6 12 6 6 6 6 6 12 6 12 6 6 6 6 6 6 6 6 6 6 12 6 9 6 6 6 6 6 6 6 6 6 6 6 6 12 6 9 6 6 6 6 6 6 6 1er LECHO DE TORONES. 2do. LECHO DE TORONES. -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 3er. LECHO DE TORONES. 4to. LECHO DE TORONES. -38.02528894050157 -38.02528894050157 -38.02528894050157 1er. LECHO DE TORONES. -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 2do. LECHO DE TORONES. -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 3er. LECHO DE TORONES. -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 -38.02528894050157 4to. LECHO DE TORONES. D E T A L L E A D I S T R I B U C I O N D E P R E S F U E R Z O VARS.#4@15 VARS.#4@15 VARS.#4@15 L1 200 400 100 1 2 3 TORON # LONGITUD DE ENDUCTADO APARTIR DE LOS EXTREMOS, EN CM L2 200 400 100 1000 4 1000 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 10 33.5 70 37.8 12.2 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 11 10.5 5 10.5 10 10 33.5 70 38.6 6.5 11 28 11 6.5 9 37.8 12.2 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 11 10.5 5 10.5 10 8.7 14 10 10 10 77 6.3 13.2 25.8 13.2 43.9 13.2 25.8 13.2 43.9 38.6 6.5 11 28 11 6.5 9 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 8 VARS.#8 4 VARS.#6 8 VARS.#8 2 VARS.#4 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 4 VARS.#6 2 VARS.#4 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 C O R T E 5 - 5 R E F U E R Z O VARS.#4@15 VARS.#4@15 TRABE DE BORDE EJE DE RANURA EJE DE RANURA VARS.#12 E#5 E#4 E#4 VER DISTRIBUCION E#4 VER DISTRIBUCION 6 6 -22.89618466886441 VARS.#5 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 -22.89618466886441 E#5 VER DISTRIBUCIÓN E#5 VER DISTRIBUCIÓN VARS.#4 \A1;VARILLAS DE ACCESORIO A-1 5 VARIABLE DE 26.4 A 50 2 VARIABLE 30 5 5 40 C O R T E 6 - 6 R E F U E R Z O -9.1740347565826 -9.1740347565826 -9.1740347565826 8 VARS.#8 -9.1740347565826 -9.1740347565826 -9.1740347565826 -9.1740347565826 -9.1740347565826 4 VARS.#6 2 VARS.#4 E#4 T R A B E D E B O R D E 6 45.5 57 5.5 19 78 5.5 19 78 45.5 57 172 40 100 100 31 20 20 20 14 21 20 100 100 29.3 32.8 36.7 29.3 32.8 36.7 6 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 C O R T E 3 - 3 R E F U E R Z O 4 VARS.#12 VARS.#4 @20 \A1;106 TORONES \S5/8;" VER DETALLE A VARS.#4@15 VARS.#4 @20 4 VARS.#12 E#4 "U's"#5@15 -15.77982219621276 VARS.#4@15 VARS.#4@15 VARS.#12 VARS.#4 -15.77982219621276 -15.77982219621276 BAST.#4@12 BAST.#4@12 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 E#4 E#4 VER DISTRIBUCIÓN -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 -15.77982219621276 "U's"#5 2E#5 E#5 2 VARS.#5 VARS.#4 \A1;VARS. DE ACCESORIO A-1 204.6 204.6 376 342.8 376 204.6 1819.4 204.6 1788.8 376 342.8 376 1836.5 1772 300 329.8 3655.9 3560.8 20 25 20 15 15 300 417.5 376 376 376.7 372.7 376 376 375 375 300 300 395 300 300 300 300 352.3 70 60 20 20 20 3508.1 50.2 50 8 8 30 30 70.3 70.3 151.6 151.6 8 8 70.1 70.1 151.1 151.1 100 100 400 (25-20) 100 100 400 (25-20) 300 300 300 300 300 300 300 300 300 300 300 260.8 55.9 300 300 300 300 376.3 376.3 377.4 377.4 50.2 50.2 50 50 30 30 76.9 63.6 68.4 71.6 376.3 371.8 360.1 387.7 348.2 400 340 408.7 335.5 413.9 334.6 415.5 337.4 413.6 343.8 408.1 354 399 366.2 387.1 374.9 DETALLE X GEOMETRIA DETALLE Y GEOMETRIA 1. EL CONCRETO TENDRA UNA RESISTENCIA DE f'c=500 kg/cm2. 3. 4. 5. REFUERZO ESPECIFICACIONES GENERALES 2. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. MATERIALES PROYECTO 1. DIMENSIONES TOMADAS DE PROYECTO ORIGINAL GEOMETRIA ELEMENTO: ENTRE LOS EJES: "G4 - G5" PIEZAS A FABRICAR : ESCALA : S / E FECHA : 02-FEB-09 COTAS : No. 1-TC8-8 (1/4) PLANO DE REFERENCIA : 6. 1-TC8-8 1 PZA. CENTIMETROS 1. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. 3.EN NINGUN CASO SE PODRA TRASLAPAR MAS DEL 33% DELACERO DE REFUERZO EN UNA MISMA SECCION. 5. ACERO DE PRESFUERZO LONGITUDINAL DE fpu=19000 kg/cm2 2. PARA TRASLAPES Y UNIONES ENTRE VARILLAS VER "TABLA DE REFUERZO". (CONSISTIRA EN TORONES DE 5/8"\U+2205, AREA=1.40 cm2). 6. TENSAR TORONES DE 5/8"\U+2205 A 19,684 kg C/U. UBICACION: PLANO DE: PLANO No. 1. EL CONCRETO TENDRA UNA RESISTENCIA DE f'c=500 kg/cm2. 3. 4. 5. REFUERZO ESPECIFICACIONES GENERALES 2. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. MATERIALES PROYECTO 1. DIMENSIONES TOMADAS DE PROYECTO ORIGINAL ELEMENTO: PIEZAS A FABRICAR : ESCALA : S / E FECHA : 02-FEB-09 COTAS : No. 1-TC8-8 (2/4) PLANO DE REFERENCIA : 6. 1-TC8-8 1 PZA. CENTIMETROS 1. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. 3.EN NINGUN CASO SE PODRA TRASLAPAR MAS DEL 33% DELACERO DE REFUERZO EN UNA MISMA SECCION. 5. ACERO DE PRESFUERZO LONGITUDINAL DE fpu=19000 kg/cm2 2. PARA TRASLAPES Y UNIONES ENTRE VARILLAS VER "TABLA DE REFUERZO". (CONSISTIRA EN TORONES DE 5/8"\U+2205, AREA=1.40 cm2). 6. TENSAR TORONES DE 5/8"\U+2205 A 19,684 kg C/U. UBICACION: PLANO DE: PLANO No. GEOMETRIA ENTRE LOS EJES: "G4 - G5" 1. EL CONCRETO TENDRA UNA RESISTENCIA DE f'c=500 kg/cm2. 3. 4. 5. REFUERZO ESPECIFICACIONES GENERALES 2. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. MATERIALES PROYECTO 1. DIMENSIONES TOMADAS DE PROYECTO ORIGINAL GEOMETRIA ELEMENTO: ENTRE LOS EJES: "G4 - G5" PIEZAS A FABRICAR : ESCALA : S / E FECHA : 02-FEB-09 COTAS : No. 1-TC8-8 (3/4) PLANO DE REFERENCIA : 6. 1-TC8-8 1 PZA. CENTIMETROS 1. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. 3.EN NINGUN CASO SE PODRA TRASLAPAR MAS DEL 33% DELACERO DE REFUERZO EN UNA MISMA SECCION. 5. ACERO DE PRESFUERZO LONGITUDINAL DE fpu=19000 kg/cm2 2. PARA TRASLAPES Y UNIONES ENTRE VARILLAS VER "TABLA DE REFUERZO". (CONSISTIRA EN TORONES DE 5/8"\U+2205, AREA=1.40 cm2). 6. TENSAR TORONES DE 5/8"\U+2205 A 19,684 kg C/U. UBICACION: PLANO DE: PLANO No. 1. EL CONCRETO TENDRA UNA RESISTENCIA DE f'c=500 kg/cm2. 3. 4. 5. REFUERZO ESPECIFICACIONES GENERALES 2. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. MATERIALES PROYECTO 1. DIMENSIONES TOMADAS DE PROYECTO ORIGINAL ELEMENTO: PIEZAS A FABRICAR : ESCALA : S / E FECHA : 02-FEB-09 COTAS : No. 1-TC8-8 (4/4) PLANO DE REFERENCIA : 6. 1-TC8-8 1 PZA. CENTIMETROS 1. EL ACERO DE REFUERZO SERA DE fy=4200 kg/cm2. 3.EN NINGUN CASO SE PODRA TRASLAPAR MAS DEL 33% DELACERO DE REFUERZO EN UNA MISMA SECCION. 5. ACERO DE PRESFUERZO LONGITUDINAL DE fpu=19000 kg/cm2 2. PARA TRASLAPES Y UNIONES ENTRE VARILLAS VER "TABLA DE REFUERZO". (CONSISTIRA EN TORONES DE 5/8"\U+2205, AREA=1.40 cm2). 6. TENSAR TORONES DE 5/8"\U+2205 A 19,684 kg C/U. UBICACION: PLANO DE: PLANO No. GEOMETRIA ENTRE LOS EJES: "G4 - G5" 5 5 5 5 5 5 5 5 <> C O R T E L O N G I T U D I N A L 1 1 4 G E O M E T R I A 5 5 5 5 5 \A1;EJE DE APOYO DE NEOPRENO 2 2 3 3 3 3 \A1;TRABE DE BORDE \A1;EJE DE APOYO DE NEOPRENO \A1;TRABE DE BORDE 1 1 2 2 5 5 4 4 5 5 P L A N T A G E O M E T R I A \A1;VER DET. X \A1;VER DET. Y 5 5 5 5 5 5 5 5 5 5 v a r í a v a r í a 5 5 5 5 5 5 5 5 C O R T E 1 - 1 G E O M E T R I A 5 5 5 5 5 5 5 5 5 5 v a r í a v a r í a 5 5 5 5 C O R T E 2 - 2 G E O M E T R I A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 v a r í a 5 5 5 5 5 5 v a r í a 5 5 PERNO DE SUJECION DE PARAPETO PREFABRICADO @150 \A1;ACABADO RUGOSO (6 MM MINIMO) \A1;ACABADO RUGOSO (6 MM MINIMO) 90° 100+esviaje variable ORIGEN DE GIRO 90° 77.0 77.0 90° ORIGEN DE GIRO variable 100+esviaje 90° DETALLES DE GIRO DE MENSULAS 2.2 1.7 2.1 2.1 2.2 1.7 5 5 5 5 5 5 v a r í a v a r í a C O R T E 3 - 3 G E O M E T R I A 5 5 5 5 5 5 5 5 v a r í a 5 5 5 5 v a r í a RANURAS PARA PERNOS C O R T E 5 - 5 G E O M E T R I A 5 TRABE DE BORDE TRABE DE BORDE 5 5 5 5 5 5 5 5 5 v a r í a 5 5 v a r í a 5 C O R T E 4 - 4 G E O M E T R I A 5 5 5 5 5 5 5 5 5 5 5 5 5 v a r í a v a r í a 5 v a r í a 5 5 5 5 5 5 5 5 \A1;EJE DE TRABE \A1;EJE DE TRABE 5 PERNO DE SUJECION DE PARAPETO PREFABRICADO @150 \A1;ACABADO RUGOSO (6 MM MINIMO) 20 260 DIRECCION TRANSVERSAL DE TRABE CABLE DE 1 1/4"d TIPO BOA CON ALMA DE ACERO 20 \A1;SUJETADOR EN TRASLAPE DE CABLE 140 DE TRABE PAÑO SUPERIOR GANCHO DE IZAJE 5 5 5 #4 @10 3#4 5 5 D E T A L L E - A 5 C O R T E 4 - 4 G E O M E T R I A PIEZA TIPO: 1-TC8-8 LINEA CON RECORTE y/o COLADO ADICIONAL 5 3 LINEA TRAZO SEGUN TABLAS DIMENSIONES DE TABLA DE TRAZO 5 1 5 EJE LONGITUDINAL DE TRABE DE IZAJE GANCHOS LINEA TRAZO SEGUN TABLAS DIMENSIONES DE TABLA DE TRAZO DIMENSIONES DE TABLA DE TRAZO DIMENSIONES A PAÑO DE CORTE y/o COLADO ADICIONAL 5 5 4 5 5 DREN d=4" 2 5 No. DE ESQ. 5 5 5 DIMENSIONES A PAÑO DE CORTE y/o COLADO ADICIONAL DIMENSIONES DE TABLA DE TRAZO 5 5 5 5 5 LINEA CON RECORTE y/o COLADO ADICIONAL 5 5 5 5 5 5 5 (TIPO) \A1;EJE DE FABRICACION DE TRABE \A1;ACABADO RUGOSO MINIMO 6 mm 5 5 5 5 DIMENSIONES A PAÑO DE CORTE y/o COLADO ADICIONAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DIMENSIONES DE TABLA DE TRAZO 5 5 5 5 5 5 5 <> <> <> <> 5 5 <> <> <> <> PUNTO DE GIRO ENTRE TRABES PUNTO DE GIRO ENTRE TRABES 5 5 <> (25-20) 5 5 <> (25-20) 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 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Footprint Area
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Tags	adobe, autocad, bausystem, block, construction system, covintec, drawer, DWG, earth lightened, erde beleuchtet, losacero, manufacture, manufactured, plane, plywood, pre, reinforced, Shop, sperrholz, stahlrahmen, steel framing, système de construction, terre s, trabes, type, vehicular, work