Bridges DWG Block for AutoCAD

Bridges DWG Block for AutoCAD

Bridges – Pound and piles – Several detils

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

column detail, detail support superstructure, column detail, beam head detail, detail given, both sides, quantity of materials, steel, concrete, in., welded Mesh, in., welded Mesh, in., welded Mesh, in., of a light simply supported. designed in reinforced concrete., General characteristics: light meters of meters each meter subway meters separator meters, prestressed first semester, by: angela sanchez e. adolfo blond, April, do not. from, details scales indicated, pontifical university javeriana faculty of engineering department of civil engineering structures, beam head detail, detail given, both sides, in., welded Mesh, in., solution, raised, section, raised, section, hardness length width inches, Neoprene supports, transversal profile, Longitudinal profile, seismic stop, flat design of piles dies, detail piles in spirals stirrups, dipstick, dipstick, rods, rods

Raw text data extracted from CAD file:

Detalle Columna #4,L=7.59 7,6 5 1,45 1,45 1,45 1,5 1,5 1,5 1,5 1,45 0,73 0,73 6,2 6 1,45 11 0,9 5 0,8 1,12 1,12 7,65 0,45 0,4 1,3 6,2 0,7 0,45 7,65 1,15 0,75 0,2 1,3 4,3 1 2 3 4 5 6 7 8 9 10 12 11 13 14 15 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 Detalle Apoyo Superestructura -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 Detalle Columna 8#10,L=9m #4@ -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 -1553.860757652348 Detalle Viga Cabezal -1553.860757652348 10#5,L=7.59 12#4, L=7.59 #4,L=7.59 -1553.860757652348 -1553.860757652348 -1553.860757652348 #4@0.08 -1553.860757652348 -1553.860757652348 Detalle Dado #8@0.28, Ambos lados Cantidad de Materiales Acero Fy=420Mpa Concreto f'c=28Mpa \A1;1.8000 \A1;2.6000 \A1;2.6 \A1;17.3 \A1;0.2500 \A1;0.3000 \A1;1.8000 \A1;1.8000 \A1;2.6000 \A1;2.6 \A1;17.3 \A1;0.2500 \A1;0.3000 -1663.120587896507 -1663.120587896507 -1663.120587896507 -1663.120587896507 -1663.120587896507 -1663.120587896507 -1663.120587896507 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.10 \A1;\U+03C6\A1;\H0.64167x;\S1/2;\A1; pulg. a 0.10 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.20 Malla Electrosoldada \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.25 \A1;1.7000 \A1;2.8001 \A1;2.8000 \A1;2.8000 \A1;1.8000 \A1;1.8000 \A1;2.6000 \A1;2.6 \A1;17.3 \A1;0.6000 \A1;0.6000 \A1;0.2500 \A1;0.3000 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 -270.7552157427311 Malla Electrosoldada \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.25 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.10 \A1;\U+03C6\A1;\H0.64167x;\S1/2;\A1; pulg. a 0.10 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.25 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.20 Malla Electrosoldada \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.25 \A1;L \A1;t 0.05 0.8 0.8 2,83 1,42 0.8 1,42 1,42 0.80 2 2 1.4 2 4 17 4,8 2 2 4,8 0.8 0.8 0.8 2.34 0.25 1.46 3,97 0.12 0.58 2.16 3,79 4,17 3,78 4,63 1,4 17,01 25 14,8 0,8 1,2 1,2 0,8 1.4 17.3 1.22 4 1.2 0.8 0.8 \T0.95;PUENTE DE UNA LUZ SIMPLEMENTE APOYADO. DISEÑADO EN CONCRETO REFORZADO. CARACTERÍSTICAS GENERALES: LUZ = 34 METROS 4 CALZADAS DE 3.65 METROS CADA UNA ANDENES DE 1 METRO y SEPARADOR 0,3 METROS \T0.95;PUENTES Y PREESFORZADO primer semestre 2008 \T0.9;DISEÑADO POR: ANGELA SANCHEZ E. ADOLFO RUBIO \T1.1;FECHA: 3 de ABRIL de 2009 \T0.9;PLANO No. 1 DE 2 \T0.85;ESCALA: Detalles escalas indicadas \W3.28198; PONTIFICIA UNIVERSIDAD JAVERIANA \W7.11532; FACULTAD DE INGENIERIA \W3.30579; DEPARTAMENTO DE INGNIERIA CIVIL \W5.76004; ESTRUCTURAS \T1.1;OBSERVACION: 0.6 1 2 3 4 5 6 7 8 9 10 12 11 13 14 15 Detalle Viga Cabezal Detalle Dado #8@0.2, Ambos lados 5 5 2.6 17.3 5 5 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.10 \A1;\U+03C6\A1;\H0.64167x;\S1/2;\A1; pulg. a 0.10 \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.20 Malla Electrosoldada \A1;\U+03C6\A1;\H0.64167x;\S3/8;\A1; pulg. a 0.25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 r 6 CM L D 1 2 1 1 2 D SOLUCION A SOLUCION B ALZADO SECCION ALZADO SECCION 1 L t Dureza = 60 Longitud = 0.50 m Ancho = =0.65 m Espesor= 2 Pulgadas Apoyos en Neopreno 0.8 0.8 5 5 0.05 0.80 2 2 1.4 Ø32; Sb=6,64cm. Ø32; Sb=6,64cm. Asv= Ø16/18,8cm Ash= Ø16/19,5cm Ø25/16,34cm Ø25/16,34cm 5 5 A.sec= Ø12 A.ppal= 8Ø20 0.8 5 5 5 5 5 5 5 0.8 \W9.81231; Perfil Transversal \W9.11643; Perfil Longitudinal 0.8 0.8 \W6.62265; Tope Sismico 2.34 0.25 1.46 5 0.12 0.58 2.16 1#5 @0.18 1#5 @0.18 5 5 5 5 5 5 5 5 5 5 5 5 3#8 L=4.0 m 11#8 L= 5.5 11#8 L= 5.5 3#8 L=4.0 m 8#8 L=3 m 8#8 L=3 m 6 #8 L= 6 m 13#11 L=11.5 m 13#11 L=11.5 m 5#3 L=11.5 m 5#3 L=11.5 m 6 #8 L= 6 m 1.4 17.3 1.22 4 1.2 0.8 0.8 1#4 @0.20 3#8 L=4.0 m Plano de Diseño de Vigas- Dados Pilotes Plano de Diseño de Vigas- Dados Pilotes Detalle Pilotes en Espirales y Estribos Varilla #4 Varilla #7 5 cm 19#4 25 a 0.06 0.6 50 cm Varilla # 4 5 cm Varillas #3 @ 0.20 Varillas #3 @ 0.20 36#4 @ 25 11 varillas # 7

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, bridges, detils, DWG, FOUNDATION, foundations, fundament, piles