Slab Bridge 24ml DWG Detail for AutoCAD

Slab Bridge 24ml DWG Detail for AutoCAD

DESIGN OF A BRIDGE OF 24 ML, WITH ALL STRUCTURAL DETAILS.

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

national fund of compensation and social development, presidency of the republic, design :, plan :, project :, drawing :, date :, topo .: scale: revised :, indicated, lamina :, national fund of compensation and development social, fist, dist.:, dept .:, prov.:, chucuito, potable water system puria parque, ing. moises arias n., c.cherado, level of foundation, fixed support, mobile support, technical specifications, resistance to compression of concrete :, coatings, slab, beams, sardinel, upper, lower, upper bed, lower bed, concrete cyclopean, with alternating splice, overlaps, level p. rolling, max.extraordinary water level, ordinary minimum water level, footing, filling material, level razante, level tread, structures, atuncolla, antucolla carriage bridge, ing.m. d. beam, diaphragm beam, cross section, colca lorry bridge, main beam longitudinal cut, cc cut, bb cut, aa cut, right and left stirrups on the ground, front elevation, a – a cut, slab floor, ground profile and cut longitudinal bridge, detail of reinforcement and supports, bridge colza carrozable, slab iron reinforcement, detail of armed iron beams, detail of mobile support, detail fixed support

Raw text data extracted from CAD file:

V4 \A1;1.40 \A1;0.20 \A1;0.15 \A1;0.80 \A1;0.675 \A1;0.75 \A1;1.85 \A1;0.75 \A1;0.675 \A1;0.25 \A1;0.25 \A1;0.750 \A1;1.85 \A1;0.750 \A1;0.80 \A1;0.60 \A1;0.20 \A1;0.15 \A1;0.80 \A1;0.40 \A1;1.00 \A1;0.20 \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;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;24.00 \A1;5.90 \A1;0.65 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.10 \A1;23.60 \A1;0.25 \A1;0.50 \A1;0.05 \A1;0.15 \A1;0.70 \A1;1.90 \A1;0.70 \A1;0.15 \A1;0.05 \A1;0.50 \A1;0.25 \A1;5.23 \A1;24.20 RESERVORIO APOYADO 5.0 M3 FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA Diseño: Plano: Proyecto : Dibujo: Fecha: Topo.: Escala.: Revisado: INDICADA RES-01 Lamina: FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA PUNO Dist.: PUNO Dpto.: Prov.: CHUCUITO SISTEMA DE AGUA POTABLE PURIA PARQUE Ing. MOISES ARIAS N. Mayo 1,999 C.COTRADO \A1;3.00 \A1;5.40 \A1;3.00 \A1;1.30 \A1;2.70 \A1;3.00 \A1;3.00 \A1;1.00 \A1;3.40 \A1;1.00 \A1;3.00 \A1;5.32 \A1;2.67 \A1;3.00 \A1;0.50 \A1;0.25 \A1;1.50 \A1;0.81 \A1;0.80 \A1;0.70 \A1;0.60 \A1;1.50 \A1;5.35 \A1;6.60 \A1;9.00 \A1;2.95 \A1;9.00 \A1;6.60 \A1;4.15 \A1;4.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.50 \A1;1.00 \A1;1.00 \A1;9.00 \A1;5.80 \A1;9.00 \A1;9.00 \A1;5.80 \A1;9.00 \A1;9.00 \A1;5.80 \A1;9.00 \A1;1.00 \A1;1.00 \A1;9.00 \A1;5.80 \A1;9.00 \A1;6.50 \A1;6.00 \A1;6.50 \A1;1.50 \A1;1.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;8.95 \A1;7.50 \A1;7.45 \A1;1.50 \A1;8.95 \A1;6.00 \A1;8.95 \A1;1.50 \A1;1.55 \A1;1.50 \A1;8.95 \A1;6.00 \A1;8.95 \A1;9.00 \A1;1.50 \A1;1.50 \A1;8.45 \A1;7.00 \A1;8.45 \A1;8.45 \A1;7.00 \A1;8.45 \A1;1.00 \A1;1.00 \A1;0.15 \A1;8.45 \A1;7.00 \A1;8.45 \A1;8.45 \A1;7.00 \A1;8.45 \A1;1.00 \A1;1.00 \A1;0.65 \A1;24.10 \A1;24.00 \A1;0.80 \A1;5.40 \A1;5.20 \A1;0.75 \A1;0.05 \A1;3.60 \A1;0.05 \A1;0.75 \A1;60° \A1;5.32 \A1;2.67 \A1;3.00 \A1;0.25 \A1;0.50 \A1;0.25 \A1;60° \A1;0.20 \A1;1.40 \A1;0.70 NIVEL DE FUNDACION 3845.20 \A1;5.50 \A1;0.40 \A1;5.49 \A1;0.40 \A1;5.50 \A1;0.40 \A1;5.50 \A1;0.80 \A1;0.20 \A1;1.45 \A1;4.05 \A1;0.25 \A1;5.90 \A1;5.90 \A1;5.90 \A1;20.00 \A1;20.00 \A1;2.55 \A1;1.83 \A1;0.40 \A1;1.55 \A1;0.50 \A1;0.60 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 2.811567553729503 2.811567553729503 2.811567553729503 2.811567553729503 ESPESOR 2.5 CM LARGO 60 CM ANCHO 50 CM NEOPRENO DUREZA 70 APOYO FIJO + 4 FIERROS \U+2205 1" DE 2.50 M 2.811567553729503 2.811567553729503 ANCHO 50 CM LARGO 60 CM ESPESOR 2.5 CM NEOPRENO DUREZA 70 APOYO MOVIL 2.811567553729503 2.811567553729503 \A1;0.60 \A1;0.70 \A1;0.80 \A1;0.81 \A1;1.50 \A1;1.65 \A1;4.05 \A1;1.30 \A1;2.31 \A1;4.41 \A1;2.39 \A1;1.96 \A1;3.14 \A1;4.41 \A1;18.03 \A1;4.41 \A1;3.85 \A1;1.30 \A1;2.31 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.20 \A1;1.40 \A1;0.70 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.42 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.50 0.0 0.0 0.0 0.0 5 5 5 5 5 0.0 0.0 \A1;ø1/2"@0.40 \A1;ø5/8"@0.23 \A1;5ø1/2"@0.45 \A1;5ø1/2"@0.42 \A1;ø5/8"@0.21 \A1;ø1/2"@0.30 \A1;ø1/2"@0.40 \A1;ø1/2"@0.30 5 5 5 5 5 5 5 5 \A1;ø5/8" \A1;ø5/8" \A1;ø5/8" \A1;ø3/8" 1@0.05,14@0.10, Resto @0.20 C -0.2793857457087909 5 5 \A1;06ø5/8" \A1;2ø5/8" \A1;2ø5/8" \A1;06ø5/8" \A1;2ø1/2" \A1;10ø1" -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 -20.73625901552201 5 5 5 \A1;ø1/2", 2@0.05, 36@0.10, 06 @ 0.20, Resto @ 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESPECIFICACIONES TECNICAS RESISTENCIA A COMPRESION DEL CONCRETO: Fc=210 kg/cm2 = Vigas, Loza, Sardinel Fc=175 kg/cm2 +30% P.G. = Elevaciones de estribos y aleros C°C° Fc=140+30% P.G. = Zapatas y cimentaciones ACERO: Grado 60 Fy= 4200 kg/cm2 RECUBRIMIENTOS LOSA VIGAS SARDINEL Superior Inferior 3.50 cm 2.50 cm 4.00 cm 4.00 cm CAPACIDAD PORTANTE DEL SUELO = 2.05 kg/ cm2 a 2.0m Profun. SOBRE CARGA DE DISEÑO = H20 - S16 LUZ DE PUENTE = 24.00 mts. \A1;11 ø 1/2" @0.42 \A1;13 ø 1/2"@0.45 \A1;ø5/8"@0.23 LECHO SUPERIOR LECHO INFERIOR C 0.2000000000000002 0.2000000000000002 0.2000000000000002 5 5 5 5 5 5 5 5 A A 5 5 3.00 5 5 5 5 5 5 5 CONCRETO CICLOPEO F'c= 175 Kg/cm2 + 30% P:G: TAMAÑO MAXIMO 10' 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 ø=1", L=30.50 V4 \A1; ø=1/2", L = 25.90 V4 V4 ø=1", L= 22 V4 ø=1/2", L = 25.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø=1", L=26.80 V4 ø=1", L=33 V4 V4 V4 ø=1/2", L =26.20 V4 V4 ø=1/2", L =26.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V4 V4 10ø1" 09ø1" V4 CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO \A1;ø5/8" @ 0.21 \A1;BARANDA F°G° ø 3" 5 5 5 5 A A B B 5 5 0.75 5 3.60 5 0.75 60° 5 60° 3.00 5 5 5 5 TRASLAPES Para ø 1" , L = 1.5 mts. Para ø 5/8" , L = 1.2 mts. Para ø 1/2" , L = 1.0 mts. 5 5 5 NIVEL DE FUNDACION 3848.88 NIVEL P. RODADURA 3855.88 NIVEL DE AGUA MAX.EXTRAORDINARIA 3852.26 NIVEL DE AGUAS MINIMAS ORDINARIAS 3851.15 3850.18 3855.88 3854.23 3850.18 3855.68 3855.68 \A1;APOYO NEOPRENO \A1;APOYO NEOPRENO \A1;NIVEL DE FUNDACION 3848.880 \A1;ALERO ZAPATA 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE FUNDACION 3848.88 0.0 0.0 0.0 MR MR Material de Relleno MR 20.00 20.00 5 5 NIVEL RAZANTE 0.40 NIVEL RODADURA 5 NIVEL CORONACION 3855.88 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-1 V4 \A1;2ø1/2" V4 V4 \A1;2ø1/2" 5 5 0.34 0.34 0.0 0.0 0.0 V4 10ø1" V4 0.0 V4 \A1;2ø1/2" 0.0 \A1;2ø1/2" V4 V4 0.0 V-1 \A1;2ø1/2" \A1;10ø1" 0.42 5 5 5 5 0.1000000000000014 5 0.1000000000000014 ESPESOR 3/4" LARGO 50 CM ANCHO 50 CM NEOPRENO DUREZA 70 APOYO FIJO + 4 FIERROS \U+2205 1" DE 2.50 M 0.1000000000000014 5 ANCHO 50 CM LARGO 50 CM ESPESOR 3/4" NEOPRENO DUREZA 70 APOYO MOVIL 5 0.1000000000000014 ESTRUCTURAS INDICADA E-02 PUNO PUNO ATUNCOLLA PUENTE CARROZABLE ANTUCOLLA Ing.M. PEZO D. Octubre 1 999 C.COTRADO VIGA DIAFRAGMA Escala 1:20 SECCION TRANSVERSAL Escala 1:20 ESTRUCTURAS INDICADA E-01 PUNO PUNO ATUNCOLLA PUENTE CARROZABLE COLCA Ing.M. PEZO D. Octubre 1 999 C.COTRADO CORTE LONGITUDINAL VIGA PRINCIPAL Escala 1:50 CORTE C-C Escala 1:20 Escala 1:20 CORTE B-B Escala 1:20 CORTE A-A ESTRIBOS DERECHO E IZQUIERDO EN PLANTA Escala 1:50 ELEVACION FRONTAL Escala 1:50 CORTE A - A Escala 1:50 Escala 1:50 PLANTA LOSA PERFIL TERRENO Y CORTE LONGITUDINAL PUENTE Escala 1:75 DETALLE DE ARMADURA Y APOYOS INDICADA E-03 PUNO PUNO ATUNCOLLA PUENTE CARROZABLE COLCA Ing.M. PEZO D. Octubre 1 999 C.COTRADO Escala 1:75 ARMADURA FIERROS LOSA Escala 1:75 DETALLE DE ARMADO DE FIERRO VIGAS Escala 1:25 DETALLE DE APOYO MOVIL Escala 1:25 DETALLE APOYO FIJO

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, bridge, Design, DETAIL, details, DWG, slab, structural, structural details