Structural Design Bridge 95m Light DWG Block for AutoCAD

Design in armed concreteof bridge 9.5mlight – Design for the statigraphic profile shown

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

elevations, ——, section, longitudinal, view of cut-off footboard structure and superstructure, footboard floor, cross-sectional view of structure and superstructure, front view of footboard, cross section of slab, cut aa, detail of main beams, bb cut, cc cut, vertical reinforcement, horizontal reinforcement, and horizontal, dd cut

Raw text data extracted from CAD file:

ELEVACIONES 1.0 0 0 0.0 —— SECCION 10.0 10.0 0.0 0.85 0.15 5.5 0.1 2.1 0.1 2.15 0.1 2.15 0.1 2.1 0.1 3.2 0.05 0.35 0.05 0.35 4.00 2.8 0.6 0.75 0.3 0.6 0.55 2.0 3.45 0.42 0.21 0.81 45° 1.45 3.45 4 3.45 1 3.3 2.2 0.2 0.5 0.4 1.8 0.2 0.5 0.4 0.2 3.2 0.05 0.35 0.15 0.85 0.2 0.7 0.2 0.5 0.4 1.8 0.4 0.5 1.5 2.15 1.5 2.15 2.80 2.0 3 0.75 0.6 0.3 1.45 1.5 0.2 0.7 0.2 0.7 0.2 0.7 0.75 2.1 0.75 3.6 2 3.6 1 1.5 2.15 1.5 2.15 0.6 0.7 0.2 0.7 7.0 \A1; 3420.00 1.000000000000 216042.0000000000 8914464.500000001 49.838770000000 2.00 3.00 LONGITUDINAL 3444.756920000000 3424.00 3426.00 3428.00 3430.00 3432.00 3434.00 3436.00 3438.00 3440.00 3442.00 3444.00 3446.00 0.00 6.00 12.00 18.00 24.00 30.00 36.00 42.00 48.00 \LSECCION LONGITUDINAL DEL PUENTE ESPECIFICACIONES TECNICAS ESTRIBOS CONCRETO SIMPLE – SOLADO e = 3″ Mezcla 1 : 12 – CIMENTACION: f’c = 175 kg/cm2 30% PG – ESTRIBO ALA LATERAL f’c = 175 kg/cm2 50% PG ESTRIBO DE CONCRETO ARMADO – SOLADO e = 3″ Mezcla 1 : 12 – CIMENTACION f’c = 175 kg/cm2, Recubrimientos 7 cm Acero de refuerzo Grado 60 Fy = 4200 kg/cm2 – ESTRIBO FRONTAL f’c = 175 kg/cm2, Recubrimiento 3 cm Acero de refuerzo Grado 60 Fy = 4200 kg/cm2 VIGAS CONCRETO ARMADO – VIGA PRINCIPAL f’c = 210 kg/cm2, Recubrimiento 1,5 cm Acero de refuerzo Grado 60 Fy = 4200 kg/cm2 LOSA CONCRETO ARMADO – LOSA ARMADA EN DOS DIRECCIONES f’c = 210 kg/cm2, Recubrimiento 1″ Acero de refuerzo Grado 60 Fy = 4200 kg/cm2 – VEREDA Y LOSA EN VOLADIZO f’c = 210 kg/cm2 Recubrimiento 1″ Acero de refuerzo Grado 60 4200 kg/cm2 ESC 1/50 VISTA DE CORTE ESTRIBO ESTRUCTURA Y SUPERESTRUCTURA 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1/50 PLANTA DE ESTRIBO 5 5 5 VISTA TRANSVERSAL DE ESTRUCTURA Y SUPERESTRUCTURA ESC 1/50 ESC 1/50 5 5 <>.0 5 5 5 5 5 5 4.00 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1/50 VISTA FRONTAL DE ESTRIBO 5 5 5 5 5 5 5 DREN 3″@ 3 m. SECCION TRANSVERSAL DE LOSA Esc 1 : 20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE DISTRIBUCION DE ACERO EN VIGA PRINCIPAL \H0.9x;Esc. 1/40 d1/2 “: 3@0.05, 5@0.10, 7@0.20, Rto. @0.30 CORTE A-A DETALLE DE VIGAS PRINCIPALES CORTE B-B CORTE C-C A’ A 2.80 2.0 5 5 5 5 5 5/8″ @ 20 cm 1/2″ @ 20 cm 5 REFUERZO VERTICAL REFUERZO VERTICAL REFUERZO HORIZONTAL REFUERZO HORIZONTAL 5/8″ @ 15 cm 5/8″ @ 25 cm 1/2″ @ 20 cm DETALLE DE ARMADURA DE ESTRIBO Esc. 1/40 1/2″ @ 20 cm 2 varillas de Ø 5/8″ C B’ B C’ 5 5 5 5 5 5 2 varillas de Ø 5/8″ 5 varillas de Ø 1″ 5 varillas de 1″ 5 varillas de Ø 5/8″ 5 varillas de 5/8″ Esc 1/20 2 % 5 5 5 5 5 5 5 5 5 5 5 A’ A C B’ B C’ 5/8″ @ 20 cm REFUERZO VERTICAL REFUERZO HORIZONTAL 5/8″ @ 15 cm 1/2″ @ 20 cm 5 f´c =175 kg/cm2 5/8″ @ 20 cm 3/8″ @ 25 cm 3/8″ @ 25 cm 5/8″ @ 20 cm 3/8″ @ 25 cm 3/8″ @ 25 cm 5 REFUERZO VERTICAL 5/8” @ 15 cm Y HORIZONTAL d1/2 “: 3@0.05, 5@0.10, 7@0.20, Rto. @0.30 D D’ CORTE D-D 2 varillas de Ø 5/8″ 5 5 2 varillas de Ø 5/8″ 5 varillas de Ø 1″ 5 varillas de 1″ 5 varillas de 5/8” <>.0