Detail Of Posts And Railings DWG Detail for AutoCAD

Display the details of posts and rails used in the construction of a vehicular bridge.

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

scale, scale, scale, scale, scale, scale, dipstick, rods, dipstick, mts, mts., mts., bridge total, total bridge width, section, section, mts., mts., mts., shaft profile, aleton, reinforcement, do not., additional, posts, sleeve, of blowjob, projection, of blowjob, projection, to fix rail, posts, pvc for, sleeve, reinforcement, do not., additional, reinforcement, do not. corridos, for post, additional, do not., reinforcement, mts, sleeve, pvc for, to fix rail, posts, projection, of blowjob, for post, mts., to fix rail, pvc for, mts, mts., reinforcement, do not. corridos, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, fixation, do not. with nut, pulley for, to fix rail, reinforcement, each, stirrups no., reinforcement, do not., fixation, each post, do not., reinforcement, stirrups no., each, each post, do not., reinforcement, do not., reinforcement, do not., links, reinforcement, do not., to fix rail, pulley for, do not. with nut, fixation, stirrups no., reinforcement, each, on every post, do not., reinforcement, area, rough surface, drop, reinforcement, do not., with nut, pulley for, to fix rail, fixation, to fix rail, pulley for, do not. with nut, stirrups no., each, on every post, rough surface, do not., do not., reinforcement, area, drop, do not., reinforcement, fixation, reinforcement, links, do not., var., variable, reinforcement, do not., reinforcement, do not., fixation, do not. with nut, to fix rail, pulley for, reinforcement, stirrups no., each, stirrups, reinforcement, fixation, pulley for, do not. with nut, to fix rail, do not., reinforcement, do not., variable, var., each, stirrups no., reinforcement, do not., reinforcement, reinforcement, do not., stirrups no., reinforcement, do not., reinforcement, sleeve, pvc for, each, project, do not. lower, in gap for, brand it, post, do not. additional, reinforcement, post posts, post posts, pvc for, sleeve, for post, of blowjob, projection, sleeve, reinforcement, stirrups no., each, do not., reinforcement, do not., corridos, reinforcement, do not., corridos, do not., reinforcement, projection, of blowjob, for post, sleeve, pvc, to set, do not., stirrups, reinforcement, posts, to set, posts, pvc, reinforcement, additional, do not., reinforcement, do not., reinforcement, do not., additional, reinforcement, reinforcement, do not. corridos, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, reinforcement, additional, do not., additional, reinforcement, do not. each, do not., each, mts., summary of rail posts, description, section, quantity, area, length, volume, total number of poles:, kind, variable, post, post, railing, railing, railing, total volume:, total amount of rails:, variable, that, that, area:, total bridge length, sidewalk, track, sidewalk, total bridge width, section, aleton, railing, railing, reinforcement, do not. corridos, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, reinforcement, additional, do not., additional, reinforcement, mts., reinforcement, do not. corridos, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, for post, of blowjob, to fix rail, posts, pvc for, sleeve, projection, reinforcement, additional, do not., additional, reinforcement, mts.

Raw text data extracted from CAD file:

\A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 -0.2764000597643985 -0.2764000597643985 -0.2764000597643985 -0.2764000597643985 -0.2764000597643985 -0.2764000597643985 ESCALA 1/250 ESCALA 1/200 ESCALA 1/125 ESCALA 1/100 ESCALA 1/75 ESCALA 1/50 -0.2764000597643985 ESCALA 1/25 ESCALA 1/20 -0.2764000597643985 -0.2764000597643985 ESCALA 1/10 -0.2764000597643985 ESCALA 1/5 -0.2764000597643985 ESCALA 1/500 -0.2764000597643985 ESCALA 1/12.5 Varilla No.9 Varilla No.10 Varilla No.8 Varilla No.7 Varilla No.6 Varilla No.5 Varilla No.4 Varilla No.3 Varilla No.2 VARILLAS Varilla No.11 A A 5 5 5 5 5 5 5 5 \A1;19.83 \A1;20.05 \A1;20.05 \A1;20.05 \A1;20.05 \A1;19.83 \A1;1.00 \A1;3.00 \A1;4.50 \A1;3.00 \A1;11.24 \A1;1.00 \A1;12.24 \A1;11.24 \A1;0.30 \A1;0.15 \A1;0.07 \A1;0.08 \A1;0.15 \A1;0.23 \A1;0.06 \A1;0.04 \A1;0.23 \A1;0.07 \A1;0.105 \A1;0.105 \A1;0.15 \A1;0.08 \A1;0.07 \A1;0.15 \A1;0.23 \A1;0.30 \A1;0.06 \A1;0.04 \A1;BT-1 = 1.955 MTS \A1;BT-1 = 1.955 MTS \A1;BT-2=2.22 MTS. \A1;0.15 \A1;0.08 \A1;0.07 \A1;0.15 \A1;0.30 \A1;0.105 \A1;0.105 \A1;0.07 \A1;0.23 \A1;0.07 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.23 \A1;0.34 \A1;0.06 \A1;0.04 \A1;0.23 \A1;0.37 \A1;0.18 \A1;0.78 \A1;0.09 \A1;0.09 \A1;0.17 \A1;0.08 \A1;0.15 \A1;0.05 \A1;0.55 \A1;0.23 \A1;0.78 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.08 \A1;0.15 \A1;0.10 \A1;0.75 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.18 \A1;0.15 \A1;0.08 \A1;0.78 \A1;0.23 \A1;0.18 \A1;0.37 \A1;0.04 \A1;0.04 \A1;0.17 \A1;0.40 \A1;0.04 \A1;0.04 \A1;0.01 \A1;0.15 \A1;0.10 \A1;0.23 \A1;0.78 \A1;0.55 \A1;0.05 \A1;0.18 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.75 \A1;0.05 \A1;0.30 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.08 \A1;0.05 \A1;0.17 \A1;0.05 \A1;VAR. \A1;0.05 \A1;VARIABLE \A1;0.30 \A1;0.04 \A1;0.04 \A1;0.04 \A1;0.04 \A1;0.04 \A1;0.17 \A1;0.30 \A1;0.05 \A1;0.05 \A1;VARIABLE \A1;VAR. \A1;0.30 \A1;0.04 \A1;0.23 \A1;0.04 \A1;0.01 \A1;0.04 \A1;0.01 \A1;0.01 \A1;0.08 \A1;0.08 \A1;0.04 \A1;0.04 \A1;0.08 \A1;0.15 \A1;0.01 \A1;0.07 \A1;0.23 \A1;0.04 \A1;0.04 \A1;0.01 \A1;0.15 \A1;0.04 \A1;0.04 \A1;0.08 \A1;0.01 \A1;0.07 \A1;0.15 \A1;0.23 \A1;0.12 \A1;0.07 \A1;0.03 \A1;0.05 \A1;0.15 \A1;0.01 \A1;0.30 \A1;0.23 \A1;0.30 \A1;0.15 \A1;0.01 \A1;0.05 \A1;0.01 \A1;0.12 \A1;0.07 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.07 \A1;0.08 \A1;0.06 \A1;0.10 \A1;0.04 \A1;0.23 \A1;0.10 \A1;0.78 \A1;0.04 \A1;0.10 \A1;0.06 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.23 \A1;0.15 \A1;0.08 \A1;0.07 \A1;0.15 \A1;0.30 \A1;0.105 \A1;0.105 \A1;0.07 \A1;0.23 \A1;0.07 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.23 \A1;0.34 \A1;0.06 \A1;0.04 \A1;BT-2 = 2.56 MTS. \A1;BT-3 =2.22 MTS. \A1;BT-3 = 2.56 MTS. \A1;0.23 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 1.659999999966885 2.0 2.000000000014552 2.0 2.0 2.0 2.0 2.0 2.0 1.660000000018613 PT-1 PT-2 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-2 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;1.66 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.66 \A1;LONGITUD TOTAL DE PUENTE 120.25 \A1;ACERA 1.00 \A1;PISTA 4.50 \A1;ACERA 1.00 \A1; ANCHO TOTAL DE PUENTE 6.50 \A1;19.83 TRAMO TR-1 \A1;20.05 TRAMO TR-2 \A1;20.05 TRAMO TR-2 \A1;20.05 TRAMO TR-2 \A1;19.83 TRAMO TR-1 \A1;0.20 \A1;0.20 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;19.32 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;19.32 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;19.32 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;19.32 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;19.32 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;19.32 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;20.05 TRAMO TR-2 \A1;BT-1 = 4.00 MTS. \A1;0.105 \A1;0.105 \A1;0.07 \A1;0.23 \A1;0.07 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.23 \A1;0.34 \A1;0.06 \A1;0.04 \A1;BT-4 =2.64 MTS. \A1;BT-4 = 2.97 MTS. \A1;0.15 \A1;0.08 \A1;0.07 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.08 \A1;0.07 \A1;0.15 \A1;0.30 \A1;0.105 \A1;0.105 \A1;0.07 \A1;0.23 \A1;0.07 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.23 \A1;0.34 \A1;0.06 \A1;0.04 \A1;BT-4 =2.64 MTS. \A1;BT-4 = 2.97 MTS. PERFIL EJE 1 976.00 977.00 978.00 979.00 980.00 981.00 982.00 983.00 984.00 985.00 986.00 987.00 988.00 989.00 990.00 991.00 992.00 993.00 994.00 995.00 996.00 997.00 998.00 999.00 1000.00 1001.00 1002.00 0+010 989.73 0+020 982.34 0+030 980.51 0+040 980.93 0+050 981.05 0+060 982.00 0+070 983.01 0+080 980.31 0+090 979.85 0+100 980.54 0+110 981.50 0+120 982.43 0+130 981.47 976.00 977.00 978.00 979.00 980.00 981.00 982.00 983.00 984.00 985.00 986.00 987.00 988.00 989.00 990.00 991.00 992.00 993.00 994.00 995.00 996.00 997.00 998.00 999.00 1000.00 1001.00 1002.00 ALETON ALETON A B C D E F G 5 5 5 5 5 5 977.00 976.00 988.25 0.30 0.15 0.07 0.08 0.15 0.23 0.06 0.04 REFUERZO 1 No. 3 ADICIONAL POSTES MANGA DE BOQUETE PROYECCION DE BOQUETE PROYECCION 0.23 FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 0.07 S-A E-09 REFUERZO 1 No. 3 ADICIONAL 0.105 0.105 E-09 D-1 E-09 D-2 REFUERZO 4 No. 5 CORRIDOS PARA POSTE PARA POSTE S-B/C E-09 0.15 0.08 0.07 0.15 0.23 0.30 0.06 0.04 ADICIONAL 1 No. 3 REFUERZO E-09 D-1 BT-1 = 1.955 MTS MANGA PVC d 3/4″ PARA FIJAR BARANDAL A POSTES PROYECCION DE BOQUETE PARA POSTE BT-1 = 4.00 MTS. FIJAR BARANDAL A PVC d 3/4″ PARA BT-1 = 1.955 MTS S-B/C E-09 BT-2=2.22 MTS. 5 5 5 5 5 REFUERZO 4 No. 5 CORRIDOS PARA POSTE DE BOQUETE S-A E-09 FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 0.105 0.105 5 PROYECCION 5 PARA POSTE DE BOQUETE FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 5 5 5 PROYECCION 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 0.75 5 5 0.30 5 FIJACION 1 No. 5 CON TUERCA Y ROLDANA PARA FIJAR BARANDAL REFUERZO A CADA 0.15 3 ESTRIBOS No. 3 REFUERZO 2 No. 5 FIJACION A CADA POSTE 3 No. 5 5 5 5 5 5 5 5 5 5 REFUERZO 2 ESTRIBOS No. 3 A CADA 0.15 A CADA POSTE 3 No. 5 REFUERZO 2 No. 5 REFUERZO REFUERZO No. 3 2 ESLABONES REFUERZO 2 No. 5 FIJAR BARANDAL Y ROLDANA PARA 1 No. 5 CON TUERCA FIJACION 3 ESTRIBOS No. 3 REFUERZO A CADA 0.15 EN CADA POSTE EN CADA POSTE EN CADA POSTE 3 No. 5 REFUERZO AREA SUPERFICIE RUGOSA d 1/2″ GOTA REFUERZO 2 No. 5 PT-1 E-09 5 CON TUERCA Y ROLDANA PARA FIJAR BARANDAL FIJACION 5 5 5 FIJAR BARANDAL Y ROLDANA PARA 2 No. 5 CON TUERCA 2 ESTRIBOS No. 3 A CADA 0.15 EN CADA POSTE EN CADA POSTE SUPERFICIE RUGOSA 5 5 5 5 5 5 PT-2 E-09 5 0.30 2 No. 5 5 5 5 0.75 3 No. 5 REFUERZO REFUERZO REFUERZO AREA GOTA Ø1/2″ 2 No. 5 REFUERZO 5 5 5 5 FIJACION 5 5 REFUERZO 2 ESLABONES No. 3 5 5 5 5 5 VAR. 5 VARIABLE 5 5 5 REFUERZO 2 No. 5 REFUERZO 2 No. 5 FIJACION 1 No. 5 CON TUERCA FIJAR BARANDAL Y ROLDANA PARA REFUERZO 3 ESTRIBOS No. 3 A CADA 0.15 2 ESTRIBOS 2 ESLABONES+ REFUERZO FIJACION Y ROLDANA PARA 2 No. 5 CON TUERCA FIJAR BARANDAL 2 No. 5 REFUERZO REFUERZO 2 No. 5 5 5 5 5 5 5 5 VARIABLE VAR. A CADA 0.10 ESTRIBOS No. 2 REFUERZO 2 No. 5 REFUERZO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REFUERZO 2 No. 5 5 5 5 5 5 5 ESTRIBOS No. 2 REFUERZO 4 No. 5 REFUERZO MANGA PVC d 3/4″ PARA A CADA 0.10 5 5 5 5 5 PROYECION 1 No. 5 INFERIOR EN BOQUETE PARA (CORRIDO) GRIFEARLO POSTE 1 No. 3 ADICIONAL REFUERZO FIJAR A POSTES 5 5 5 FIJAR A POSTES 5 5 5 5 5 PVC d 3/4″ PARA MANGA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PARA POSTE DE BOQUETE PROYECCION 5 5 5 5 MANGA REFUERZO ESTRIBOS No. 2 A CADA 0.10 ” U ” No. 3 REFUERZO REFUERZO 4 No. 5 CORRIDOS 5 5 5 5 5 5 REFUERZO ” U ” No. 3 CORRIDOS 4 No. 5 REFUERZO PROYECCION DE BOQUETE PARA POSTE MANGA PVC d 3/4″ PARA FIJAR No. 2 ESTRIBOS REFUERZO A POSTES PARA FIJAR A POSTES PVC d 3/4″ 5 REFUERZO ADICIONAL 1 No. 3 REFUERZO 2 No. 5 REFUERZO 2 No. 5 1 No. 3 ADICIONAL REFUERZO E-09 D-1 E-09 D-2 S-B E-09 S-B E-09 S-B/C E-09 5 5 5 5 5 REFUERZO 4 No. 5 CORRIDOS PARA POSTE DE BOQUETE S-A E-09 FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 0.105 0.105 5 PROYECCION 5 PARA POSTE DE BOQUETE FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 5 5 5 PROYECCION 5 5 5 5 5 5 REFUERZO ADICIONAL 1 No. 3 1 No. 3 ADICIONAL REFUERZO E-09 D-1 E-09 D-2 5 No. 3 A CADA 0.15 2 No. 5 A CADA 0.10 BT-2 = 2.56 MTS. BT-3 =2.22 MTS. BT-3 = 2.56 MTS. RESUMEN DE POSTES Y BARANDALES DESCRIPCION SECCION (M) CANTIDAD AREA LONGITUD VOLUMEN (M3) 0.78 CANTIDAD TOTAL DE POSTES: TIPO P-1 VARIABLE 120 U 0.1664 104 13.50 POSTE P-2 16 2.077 POSTE 3.99 BT-1 0.30×0.15 0.0450 48 8.618 BARANDAL 2.86 BT-2 4 0.515 BARANDAL 2.86 BT-3 4 0.515 BARANDAL VOLUMEN TOTAL: 26.295 M^ 3 CANTIDAD TOTAL DE BARANDALES: 64U 0.78 VARIABLE 0.1664 0.30×0.15 0.30×0.15 0.0450 0.0450 D FJ2 E F EST1 EST2 ESL ESL FJ2 EST2 E D F A FJ1 B C FJ1 EST1 B A C A1 A1 B1 A1 EST3 EST3 A1 A1 EST3 ESL D EST3 A C F FJ2 A1 A1 B1 B1 B1 A1 B1 B1 A1 B1 B1 FJ1 5 5 AREA: 0.1664M2 U1 U1 LONGITUD TOTAL DE PUENTE <> ACERA <> PISTA <> ACERA <> ANCHO TOTAL DE PUENTE <> A B C D E F G <> TRAMO TR-1 <> TRAMO TR-2 <> TRAMO TR-2 <> TRAMO TR-2 <> TRAMO TR-2 <> TRAMO TR-1 5 5 ALETON BT-2 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 5 5 5 5 5 5 BT-1 BT-1 BT-1 BT-1 BT-3 BT-3 BT-1 BT-1 BT-1 BT-1 BT-2 BT-2 BT-1 BT-1 BT-1 BT-1 BT-3 BT-3 BT-1 BT-1 BT-1 BT-1 BT-2 BT-2 BT-1 BT-1 BT-1 BT-1 BT-3 BT-3 BT-1 BT-1 BT-1 BT-1 BT-2 BT-2 BT-1 BT-1 BT-1 BT-1 BT-3 BT-3 BT-1 BT-1 BT-1 BT-1 BT-2 BT-2 BT-1 BT-1 BT-1 BT-1 BT-3 BT-3 BT-1 BT-1 BT-1 BT-1 BT-2 BT-2 BT-1 BT-1 BT-1 BT-1 BT-3 BT-3 BT-1 BT-1 BT-1 BT-1 BT-2 PT-2=16u. PT-1=104u. BT-1=48u. BT-2=4u. BT-3=4u. BT-4=4u. BT-5=4u. 2.97 BT-4 4 0.535 BARANDAL 2.97 BT-5 4 0.535 BARANDAL 0.30×0.15 0.30×0.15 0.0450 0.0450 S-B/C E-09 5 5 5 5 5 REFUERZO 4 No. 5 CORRIDOS PARA POSTE DE BOQUETE S-A E-09 FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 0.105 0.105 5 PROYECCION 5 PARA POSTE DE BOQUETE FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 5 5 5 PROYECCION 5 5 5 5 5 5 REFUERZO ADICIONAL 1 No. 3 1 No. 3 ADICIONAL REFUERZO E-09 D-1 E-09 D-2 BT-4 =2.64 MTS. BT-4 = 2.97 MTS. A1 B1 B1 S-B/C E-09 5 5 5 5 5 REFUERZO 4 No. 5 CORRIDOS PARA POSTE DE BOQUETE S-A E-09 FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 0.105 0.105 5 PROYECCION 5 PARA POSTE DE BOQUETE FIJAR BARANDAL A POSTES PVC d 3/4″ PARA MANGA 5 5 5 PROYECCION 5 5 5 5 5 5 REFUERZO ADICIONAL 1 No. 3 1 No. 3 ADICIONAL REFUERZO E-09 D-1 E-09 D-2 BT-4 =2.64 MTS. BT-4 = 2.97 MTS. A1 B1 B1