Cable-Stayed Bridge Part 3 DWG Full Project for AutoCAD

Cable-Stayed Bridge Part 3 DWG Full Project for AutoCAD

This is a bowstring arch bridge in cash, the project includes an arc of structural steel and concrete board. The length of the bridge is 105.05 m and a width of 9.10 m. The arch is a rectangular box section. As bracing the arches is planned diagonal steel tubular section. As beam – shoulder has been provided for steel beams filled soul. The beams – strap will be connected by steel girders of the soul fills every 5, 253 mm and also will support secondary beams supporting the concrete slab. The board consists of a slab 200 mm thick supported on steel beams above. Provision is 50mm thick asphalt over concrete slab. The substructure consists of reinforced concrete abutments. On the approaches to the bridge is planned approach slabs 200 mm thick. The foundation of reinforced concrete abutments and will have a foundation level as the existing project. Provides for the use of simple concrete to achieve the level recommended by the relevant studies such as the study of soils.

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

date, approval, drawing, review, date, i n g e n i e r s, c i v i l s s. a.c., a r a n g o, c a s a b o n n e, g a l l e g o s, q u e s a d, contracting entity:, dr. luis castañeda lossio, barriga-dall ‘orto s.a., consulting engineers, rev. nº, lamina nº, emape sa, description, for migrations, project:, plan:, structural engineering:, international organization, metropolitan municipality of Lima, mayor of Lima, definitive study:, province of Lima – Lima, arc start, approved, revised, drafted, designed, ccr, larc, jsm, scale, indicated, elevation, issued for construction

Raw text data extracted from CAD file:

Fecha Aprobo Dibujo Reviso FECHA i n g e n i e r o s c i v i l e s S.A.C. A r a n g o C a s a b o n n e G a l l e g o s Q u e s a d a ENTIDAD CONTRATANTE : DR. LUIS CASTAÑEDA LOSSIO Barriga-Dall' Orto S.A. Ingenieros consultores Rev. Nº LAMINA Nº emape s.a. E-09 DESCRIPCIÓN PARA LAS MIGRACIONES PROYECTO : PLANO : INGENIERIA ESTRUCTURAL : ORGANIZACIÓN INTERNACIONAL MUNICIPALIDAD METROPOLITANA DE LIMA ALCALDE DE LIMA "AMPLIACIÓN DEL PUENTE DEL EJERCITO Y ACCESOS" ESTUDIO DEFINITIVO: PROVINCIA DE LIMA - LIMA ARRANQUE DE ARCO APROBÓ REVISÓ DIBUJÓ DISEÑÓ : : : : : C.C.R. L.A.R.C. J.S.M. L.A.R.C. ESCALA : INDICADA \A1;650 \A1;1275 \A1;100 \A1;R495 \A1;TAPA LATERAL \U+214A 32 A CADA LADO ESCALA 1/25 TAPA LATERAL \U+214A 32 ELEVACIÓN \A1;PROYECCIÓN \U+214A 32 INTERIOR \A1;PROYECCIÓN \U+214A 32 INTERIOR \A1;PROYECCIÓN \U+214A 32 (A) INTERIOR \A1;300 \A1;300 \A1;TAPA \U+214A 20 \A1;\U+214A 50 HORIZONTAL A NIVEL DE FONDO 1A \A1;VIGA TIRANTE \A1;38 \A1;16 \A1;TIPICO ESCALA 1/10 DET-1 ARRANQUE DE ARCO ELEVACIÓN 1B \A1;\U+214A 32 (A) \A1;TIPICO \A1;TIPICO 1A 1B \A1;600 \A1;650 \A1;400 \A1;2826 \A1;2953 \A1;4228 \A1;129 \A1;1249 \A1;43 \A1;1600 \A1;2292 \A1;583 \A1;618 \A1;34 \A1;961 \A1;461 \A1;1275 \A1;2 \U+214A 4228x2826x32 SEPTIEMBRE 2009 \A1;1942 \A1;13 \A1;350 \A1;PROYECCIÓN \U+214A 32 INTERIOR ROLADA \A1;TIPICO \A1;APOYO DE PUENTE VER DETALLES EN PLANO E-20 C.C.R. J.S.M. L.A.R.C. 0 EMITIDO PARA CONSTRUCCIÓN MAR. 2010 Fecha Aprobo Dibujo Reviso FECHA i n g e n i e r o s c i v i l e s S.A.C. A r a n g o C a s a b o n n e G a l l e g o s Q u e s a d a ENTIDAD CONTRATANTE : DR. LUIS CASTAÑEDA LOSSIO Barriga-Dall' Orto S.A. Ingenieros consultores Rev. Nº LAMINA Nº emape s.a. E-09 DESCRIPCIÓN PARA LAS MIGRACIONES PROYECTO : PLANO : INGENIERIA ESTRUCTURAL : ORGANIZACIÓN INTERNACIONAL MUNICIPALIDAD METROPOLITANA DE LIMA ALCALDE DE LIMA "AMPLIACIÓN DEL PUENTE DEL EJERCITO Y ACCESOS" ESTUDIO DEFINITIVO: PROVINCIA DE LIMA - LIMA ARRANQUE DE ARCO APROBÓ REVISÓ DIBUJÓ DISEÑÓ : : : : : C.C.R. L.A.R.C. J.S.M. L.A.R.C. ESCALA : INDICADA \A1;650 \A1;1275 \A1;100 \A1;R495 \A1;TAPA LATERAL \U+214A 32 A CADA LADO ESCALA 1/25 TAPA LATERAL \U+214A 32 ELEVACIÓN \A1;PROYECCIÓN \U+214A 32 INTERIOR \A1;PROYECCIÓN \U+214A 32 INTERIOR \A1;PROYECCIÓN \U+214A 32 (A) INTERIOR \A1;300 \A1;300 \A1;TAPA \U+214A 20 \A1;\U+214A 50 HORIZONTAL A NIVEL DE FONDO 1A \A1;VIGA TIRANTE \A1;38 \A1;16 \A1;TIPICO ESCALA 1/10 DET-1 ARRANQUE DE ARCO ELEVACIÓN 1B \A1;\U+214A 32 (A) \A1;TIPICO \A1;TIPICO 1A 1B \A1;600 \A1;650 \A1;400 \A1;2826 \A1;2953 \A1;4228 \A1;129 \A1;1249 \A1;43 \A1;1600 \A1;2292 \A1;583 \A1;618 \A1;34 \A1;961 \A1;461 \A1;1275 \A1;2 \U+214A 4228x2826x32 SEPTIEMBRE 2009 \A1;1942 \A1;13 \A1;350 \A1;PROYECCIÓN \U+214A 32 INTERIOR ROLADA \A1;TIPICO \A1;APOYO DE PUENTE VER DETALLES EN PLANO E-20 C.C.R. J.S.M. L.A.R.C. 0 EMITIDO PARA CONSTRUCCIÓN MAR. 2010

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	arc, arch, autocad, bridge, cash, DWG, full, includes, part, Project, steel, structural