Vehicular Bridge (Armed) DWG Block for AutoCAD

Plane design structural of vehicular bridge

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

rods a, clear center, horizontal face, armed diaphragms, upper grille, support axis, detail of the external diaphragms, detail of the ribs, cut s – s of the slab and the diaphragms, armed of the ribs, armed vehicular bridge, cross section, lower grate, dropper, welded or nailed semicicular cover, drains, fixed aopoyo, mobile aopoyo

Raw text data extracted from CAD file:

VARILLAS A PAPEL 90x60 ESCALA 1:25 Varillas " F " 0.065 -165.6362744786581 Varillas " E " Centro de claro 0.80 2.47 0.15 0.24 0.26 0.26 0.15 0.18 0.07 0.52 0.70 0.58 0.81 0.07 0.15 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 -167.7726384369334 Vars. " A " Vars. " B " (Se colocalaran debajo de las varillas " D " ) Vars. " F " ( forma parabolica ) Cara horizontal Estribos " G " -167.7726384369334 2 Esp. de 25= 25 ARMADO DE LOS DIAFRAGMAS PARRILLA SUPERIOR 0.40 -167.1566548751296 Cuerpo y cimiento de mamposteria de tercera clase, con mortero de cemento 1:5 Eje de Apoyos 0.10 0.10 0.25 0.05 0.15 0.06 0.06 0.10 0.26 0.25 0.13 0.15 0.06 0.06 0.10 0.26 0.25 0.13 0.15 0.045 0.11 0.105 0.840 Esp. de 15 0.30 0.30 0.22 0.24 0.20 0.20 0.30 0.30 0.22 0.24 0.22 0.30 0.30 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.08 0.33 0.34 0.25 0.30 0.55 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.80 0.15 0.24 0.26 0.15 0.58 0.07 1.62 0.52 0.76 0.15 0.37 0.18 0.07 1.25 0.19 0.19 0.24 0.15 0.52 0.80 0.30 0.30 0.08 0.33 0.34 1.62 0.30 0.30 0.22 0.24 0.20 0.20 0.26 0.23 0.30 0.30 0.30 0.30 0.30 0.30 0.22 0.24 0.26 0.22 0.30 0.30 0.30 0.30 0.06 0.06 0.06 0.81 0.20 0.065 0.065 0.065 0.08 0.08 0.05 0.05 0.03 0.03 0.20 0.15 4.50 0.25 0.37 0.168 0.14 0.14 0.14 0.14 0.14 0.11 0.26 0.84 3.65 0.688 0.25 0.19 0.18 0.18 0.72 0.48 1.44 1.31 4.50 0.55 0.30 0.24 0.40 3.01 0.558 0.27 0.18 0.055 0.045 0.075 0.30 0.10 0.80 0.65 0.65 6.760 0.26 0.10 0.05 5 5 5 5 5 5 5 5 Varillas de \S5/8;" 5 DETALLE DE LOS DIAFRAGMAS EXTERNOS 1" 1" 1" 5 5 5 5 5 5 5 5 0.03 0.03 DETALLE DE LAS NERVADURAS 5 5 5 5 5 5 5 5 5 5 5 0.11 5 5 5 6 Espacios de 14 = 84 21 Espacios de 15 = 3.15 Centro de claro CORTE S - S DE LA LOSA Y LOS DIAFRAGMAS 5 ARMADO DE LAS NERVADURAS 5 5 5 5 5 2 Esp. de 36 =72 5 3 Esp. de 16 = 48 5 8 Esp. de 18 = 1.44 5 4 Esp. de 32.5 = 1.31 5 5 5 5 5 5 0.065 0.065 5 Varillas de \S5/8;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S5/8;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S5/8;" Varillas de \S1/2;" Centro de claro Eje de Apoyos Eje de Apoyos ARMADO DE LOS DIAFRAGMAS 5 5 5 5 5 5 5 Varillas de \S1/2;" 5 5 5 5 5 5 5 5 Varillas de \S5/8;" 2 Varillas de \S1/2;" ( forma parabolica ) Cara horizontal 5 5 Espacios de 25 = 1.25 5 5 Varillas de \S5/8;" Estribos Varillas de \S1/2;" ARMADO DE PUENTE VEHICULAR 1" 1" 1" 1" 1" 5 5 5 5 5 5 0.08 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 SECCION MEDIA TRANSVERSAL SECCION MEDIA TRANSVERSAL 5 5 5 5 Esp. de 15 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 Esp. de 14 = 84 5 5 5 5 PARRILLA SUPERIOR PARRILLA INFERIOR Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S5/8;" Varillas de \S1/2;" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Varillas de \S1/2;" 2 Varillas de 1" Varillas de 1" Varillas de 1" Varillas de 1" 3 Varillas de 1" Estribos de 2 ramas de \S1/2;" Varillas de 1" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de 1" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Varillas de \S1/2;" Gotero 0.10 0.10 0.10 0.25 Tapa semicicular soldada o clavada DRENES 0.05 0.15 0.06 0.06 0.10 0.26 0.25 0.13 0.15 PL de acero de 22x13x1.9 PL de plomo de 22x13x1 Pernos de 1.9 x 35 0.06 0.06 0.10 0.26 0.25 0.13 0.15 PL de acero de 22x13x1.9 PL de plomo de 22x13x1 Pernos de 1.9 x 15 AOPOYO FIJO AOPOYO MOVIL

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	armed, autocad, block, bridge, Design, DWG, plane, structural, vehicular