Bridge Of Slab Beam DWG Section for AutoCAD

Bridge of slab beam 14m high with sections transversal and longitudinal

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

longitudinal section, board, external longitudinal beam, diaphragm beam, inner longitudinal beam, flown, longitudinal beam, bb cut, aa cut, cross section, inner beam section, outer beam section, dd cut, cc cut, superstructure -, beam, plane :, ing. edgar chura a., teacher:, national university jorge basadre grohmann, bridges and works of art, course :, name :, scale :, indicated, faculty, faculty of engineering-esc. of civil engineering, lamina:, date :, joseph linaja ayala

Raw text data extracted from CAD file:

\A1;1.10 \A1;0.30 \A1;0.30 \A1;4.42 \A1;4.42 \A1;4.42 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;14.60 \A1;0.50 \A1;1.04 \A1;0.50 \A1;7.70 \A1;8.70 \A1;0.10 \A1;0.20 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.05 \A1;7.20 \A1;1.10 \A1;0.90 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.50 \A1;1.10 \A1;0.30 \A1;0.30 \A1;0.90 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.50 \A1;4.67 \A1;4.67 \A1;4.67 \A1;0.30 \A1;0.90 \A1;0.20 \A1;0.10 \A1;0.15 \A1;1.04 \A1;0.50 \A1;2.07 \A1;0.50 \A1;2.07 \A1;0.50 \A1;0.15 \A1;0.65 \A1;0.05 \A1;0.90 \A1;0.90 \A1;0.65 \A1;3.50 \A1;0.90 \A1;0.65 \A1;3.50 5 5 5 SECCIÓN LONGITUDINAL 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 <> Tablero Viga longitudinal exterior Viga diafragma Viga longitudinal interior Volado Viga diafragma Viga longitudinal Viga longitudinal Viga longitudinal 5 5 A A CORTE B-B ESCALA 1/2 5 1,10 0,50 0,18 0,27 0,27 0,18 0,20 CORTE A-A ESCALA 1/2 5 1,10 0,50 0,13 0,32 0,27 0,18 0,20 V1 5 Ø1″ 5 Ø1″ V 2 3 Ø 1″ V 3 V 4 4 Ø 5/8″ V 5 3 Ø 3/4″ 5 5 5 5 4 Ø 5/8″ V4 V1 5 Ø1″ V2 5 Ø1″ 5 5 B B SECCIÓN TRANSVERSAL V3 3 Ø 1″ Estribos \U+00D8 3/8″ 5@.05, \U+00D8 3/8″ 5@.15, \U+00D8 3/8″ 10@.25, \U+00D8 3/8″ Rsto@40 5 5 5 5 5 C C 5 5 5 5 4 Ø 5/8″ V5 V1 10 Ø1″ V3 5 Ø1″ 5 5 D D V4 3 Ø 1″ Estribos \U+00D8 3/8″ 5@.05, \U+00D8 3/8″ 5@.15, \U+00D8 3/8″ 10@.25, \U+00D8 3/8″ Rsto@40 SECCIÓN VIGA INTERIOR SECCIÓN VIGA EXTERIOR ESC 1:50 ESC 1:50 ESC 1:50 ESC 1:50 CORTE D-D ESCALA 1/2 0,50 0,23 0,25 0,25 0,17 0,20 CORTE C-C ESCALA 1/2 5 1,10 0,50 0,18 0,30 0,25 0,17 0,20 V1 5 Ø1″ 5 Ø1″ V 2 V 5 4 Ø 5/8″ V 6 3 Ø 3/4″ V 3 3 Ø 1″ V 4 5 Ø 1″ SUPERESTRUCTURA – VIGA Plano: Ing. EDGAR CHURA A. Docente: UNIVERSIDAD NACIONAL JORGE BASADRE GROHMANN PUENTES Y OBRAS DE ARTE Curso: Nombre: Escala: INDICADA Facultad Facultad de ingenieria-Esc. de Ingenieria Civil E2 Lamina: Fecha: JOSEPH LINAJA AYALA AGO. 2009 3 Ø 5/8″ V5 3 Ø 5/8″ V6 V2