Bridge Of Light = 20m DWG Detail for AutoCAD

Structural design of a bridge with a light of 20 m in length, also presents some construction details.

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

straps, tel, e-mail, aruitectura for national development, draft:, contains:, presented to:, scale:, date:, September of, draft:, flat:, observations, bridge design, typical stretch, steel wallet, concrete, cod., julian torres estupiñan, breakdown stirrups, juan manuel muñoz, design:, engineer carlos arias, concrete teacher, university Santo Tomas, tunja boyaca, cross-section, internal main beam, external main beam, straps, straps, scrap stirrups, typical scale, steel wallet scale, ing, cod., fernando paez cruz, cod., indicated, bridge design, cross-section, internal main beam, outer main beam, bottom layer, top layer, structural steel, board slab, bottom layer, slabs: top layer, minimum coatings:, beams, denomination, astm steel, length of splicing hooks, minimum anchor length development length:, stirrups, concrete, hook, hook, psi, fpu psi, psi, mm., Colombian code of bridge design, Technical specifications, construction design specifications, mm., note: unless otherwise specified in the drawing

Raw text data extracted from CAD file:

28 Flejes de d 1/2″ C/ 0.44m TEL 3108178760 EMAIL Unidosganaboyaca@gmail.com V O O R ARUITECTURA PARA EL DESARROLLO NACIONAL \A1;8.00 m \A1;.83 \A1;.35 \A1;1.65 \A1;.35 \A1;1.65 \A1;.35 \A1;1.65 \A1;.35 \A1;.83 \A1;1.2 \A1;.2 \A1;.25 \A1;1.65 \A1;20.00m \A1;1.65 \A1;2.00m \A1;2.00m \A1;12.00m \A1;2.00m \A1;2.00m \A1;1.2 \A1;.2 \A1;.25 \A1;.35 \A1;7.30 m \A1;.35 \A1;8.00 m \A1;.25 \A1;.58 \A1;.35 \A1;1.65 \A1;.35 \A1;1.65 \A1;.35 \A1;1.65 \A1;.35 \A1;.58 \A1;.25 \A1;20.00 m \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.4 \A1;.35 \A1;.35 \A1;1.2 \A1;.2 \A1;1.4 \A1;1.2 \A1;.2 \A1;1.4 \A1;.25 \A1;.21 \A1;.39 \A1;.15 \A1;1 \A1;1.0 \A1;.25 \A1;.10 \A1;7.30 \A1;.10 \A1;.25 \A1;8.00m \A1; PROYECTO: CONTIENE: PRESENTADO A: ESCALA: FECHA: SEPTIEMBRE DE 2012 PROYECTO: 1/1 PLANO: OBSERVACIONES DISEÑO DE PUENTE TRAMO TIPICO CARTERA DE ACEROS CONCRETO PRE-ESFORZADO COD. 3091252 JULIAN TORRES ESTUPIÑAN DESPIECE ESTRIBOS JUAN MANUEL MUÑOZ DISEÑO: INGENIERO CARLOS ARIAS DOCENTE CONCRETO PRE-ESFORZADO UNIVERSIDAD SANTO TOMAS TUNJA – BOYACA .83 .35 1.65 .35 1.65 .35 1.65 .35 .83 8.00 m 1.2 .2 .25 CORTE TRANSVERSAL A – A ESCALA 1 : 25 1.65 VIGA PRINCIPAL INTERNA ESCALA 1 : 25 VIGA PRINCIPAL EXTERNA ESCALA 1 : 25 28 Flejes de d 1/2″ C/ 0.44m 2.00m 2.00m 12.00m 2.00m 2.00m 20.00m 12 Flejes d 1/2″ C/ 0.17m 8 Flejes d 1/2″ C/ 0.24m 8 Flejes d 1/2″ C/ 0.24m 12 Flejes d 1/2″ C/ 0.17m 5 5 5 5 A A VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) VP-I (0.35 x 1.20 m) 5 5 5 5 5 5 5 5 5 5 5 5 7.30 m 5 8.00 m 20.00 m DESPIECE ESTRIBOS ESCALA 1 : 50 TRAMO TÍPICO ESCALA 1 : 50 2 N 8 L = 6.90 m 2 N 8 L = 10.90 m 4 N 8 L = 14.90 m 4 N 8 L = 18.90 m 8 N 8 L = 20.90 m 5 5 5 5 5 5 5 5 5 5 CARTERA DE ACEROS ESCALA 1 : 50 ING COD. 3091101 FERNANDO PÁEZ CRUZ COD. 3091442 INDICADAS DISENO DE PUENTES CORTE TRANSVERSAL A – A VIGA PRINCIPAL INTERNA VIGA PRINCIPAL EXTERNA CAPA INFERIOR CAPA SUPERIOR .35 .35 1.2 .2 1.4 1.2 .2 1.4 5 5 5 5 5 1.0 .25 .10 7.30 .10 .25 8.00m ACERO ESTRUCTURAL – Losa de Tablero Capa Inferior – Losas: Capa Superior RECUBRIMIENTOS MÍNIMOS: – Vigas DENOMINACION N7 N6 N8 N5 – Acero ASTM A 709 Grado 60 LONGITUD DE ANCLAJE, EMPALMES Y GANCHOS LONGITUDES MÍNIMAS DE ANCLAJE Y LONGITUD DE DESARROLLO: N4 – Estribos – Estribos CONCRETO : L-D 60 45 90 75 105 20 25 30 35 40 GANCHO A 90° 15 20 GANCHO A 180° 25 30 35 4000 PSI Fpu 150000 PSI 4000 PSI 50 mm. – CODIGO COLOMBIANO DE DISEÑO DE PUENTES DE 1995. ESPECIFICACIONES TÉCNICAS ESPECIFICACIONES DE DISEÑO Y CONSTRUCCIÓN 50 mm. 50 mm. 50 mm. NOTA: SALVO INDICACIÓN ESPECÍFICA EN EL PLANO N9 45 40 120