Bridge 25m; Steps And Details DWG Detail for AutoCAD

Bridge 25m; Steps And Details DWG Detail for AutoCAD

Structure built on a depression; with details of their stirrups as support and structural support.

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

trunk, long, pza., elem, long.parc., vec., box of armor measurements, total, summation, weight, summary armor, section abutment a -a, abutment armor section abutment a -a, axis bridge support beam ends, tip, heel, exterior face, interior face, abutment reinforcement footboard section b – b, asphalt joint, foundation detail, total, floor, detail of abutments in the ground, plan:, project:, rehabilitation of truck track, abutment plant and details, scale: indicated, not laminate, structural concrete, vibrated concrete, – lower of footings, – upper of footings, coating, technical specifications, – lateral of footings, – beams and walls, – others, anchor length, design overload, specific weight, coefficient of friction, internal friction angle, bearing capacity of the floor

Raw text data extracted from CAD file:

1,00 1,00 1,00 4,20 2,20 0,50 1,50 0,30 0,40 5,75 5,00 0,75 0,65 0,25 0,65 1,55 1,50 1,50 5,50 1,55 5,50 1,55 5,50 1,55 45,00° 1,55 6,35 0,45 3,47 0,50 0,50 0,30 1,775 1,00 6.64 1,775 4.065 1,00 0,80 1,00 2,20 0,50 1,50 4.865 5,50 1,55 45,00° 1,55 6,35 3,47 5,50 1,55 45,00° 1,55 6,35 3,47 B 40.80763525880869 40.80763525880869 40.80763525880869 CAJUELA B 40.80763525880869 40.80763525880869 40.80763525880869 45,00° 1,55 3,47 5,24 Ø 5/8" Ø 3/4" Long. Pza. 5.70 Ø N° 2 3/8" 4 N° ELEM 4.15 6.00 2 5/8" 2 3/4" 29 56 LONG.PARC. VEC. CUADRO DE METRADOS DE ARMADURAS 263 2,369.54 2,256.70 112.84 78 705.60 672.00 33.60 Total N° de Var. 05% (desp.) SUMATORIA 11.90 2 1" 48 PARCIAL (Kg) 4,345.11 1,579.50 PESO VARILLAS (L= 9m) 78 133 N° DE Ø 1" 3/4" RESUMEN ARMADURA SECCION ESTRIBO A -A ESCALA: 1/50 5 5 5 5 ARMADURA DE ESTRIBO SECCION ESTRIBO A -A 5 5 5 5 ESCALA: 1/50 5 Ø 1/2" @ 0.15 Ø 5/8" @ 0.25 m. Ø 5/8" @ 0.25 m. EJE DE APOYO DE PUENTE EXTREMOS DE VIGAS EJE DE APOYO DE PUENTE EXTREMOS DE VIGAS 900.510 m.s.n.m. 901.510 m.s.n.m. NIVEL MINIMO AGUA 902.71 m.s.n.m. 908.150 m.s.n.m. 903.29 m.s.n.m. PUNTA TALON CARA EXTERIOR CARA INTERIOR ESCALA: 1/50 ARMADURA DE ESTRIBO SECCION ESTRIBO B - B 5 5 5 25 Ø 1/2" @ 0.20 Ø 1/2" @ 0.30 m. Ø 1/2" @ 0.30 m. 14 Ø 1/2" @ 0.20 5 5 5 5 A 5 A 5 Tuberia de drenaje Ø 3" PVC SAP perforado hasta la mitad con Ø 1/2" 5 JUNTA ASFALTICA 5 A A Tuberia de drenaje Ø 3" PVC SAP perforado hasta la mitad con Ø 1/2" JUNTA ASFALTICA 5 5 A A 5 5 ESCALA: 1/50 Detalle de Cimentación B B 5 5 CAJUELA NIVEL MAXIMO AGUA EXTRAORDINARIA 903.74 m.s.n.m. 903.74 m.s.n.m. NIVEL MAXIMO AGUA 903.29 m.s.n.m. C L L C 4Ø 3/8" Ø 5/8" @ 0.20 m. solado f'c = 100 kg/cm2. Ø 1" @ 0.15 m. Ø 5/8" @ 0.15 m. Ø 3/4" @ 0.15 m. Ø 3/4" @ 0.15 m. Ø 1" @ 0.15 m. Ø 1" @ 0.15 m. Ø 5/8" @ 0.25 m. Ø 5/8" @ 0.15 m. Ø 5/8" @ 0.25 m. Ø 1" Ø 1/2" Ø 3/8" 5/8" 263 3,739.86 5 106 TOTAL 1/2" 3/8" 10,663.65 kg 973.08 26.10 5 solado f'c = 100 kg/cm2. 5 0,10 5 Ø 1/2" @ 0.15 m. 5 5 2 5/8" 2 1/2" 6 6.00 2 1/2" 27 7.20 2 1/2" 64 3.50 2 5/8" 64 7.20 5.70 96 45.60 448.0 388.8 240.70 1,094.4 921.60 672.00 1,142.40 72.00 1,142.40 57.12 1,199.52 133 45.60 908.80 45.44 2.28 954.24 47.88 106 5 NOTA: NIVEL DE SOCAVACIÓN CALCULADO: ES DE 1.20 M. 3 Ø 1/2" 3 Ø 1/2" 3 Ø 5/8" 3 Ø 5/8" 906.375m.s.n.m. 908.150 m.s.n.m. 906.375m.s.n.m. 900.510 m.s.n.m. 901.510 m.s.n.m. ESCALA: 1/100 PLANTA DETALLE DE ESTRIBOS EN EL TERRENO ESCALA: 1/100 solado f'c = 100 kg/cm2. 908.150 m.s.n.m. 906.375m.s.n.m. 901.510 m.s.n.m. 900.510 m.s.n.m. 5 5 4.065 5 5 6.64 5 5 5 5 5 5 4.865 902.71 m.s.n.m. 903.97 m.s.n.m. B B CAJUELA 5 5 5 5 5 5 B 5 CAJUELA B 5 5 5 PLANO : PROYECTO : REHABILITACION DE TROCHA CARROZABLE PLANTA DE ESTRIBOS Y DETALLES ESCALA : Indicada PUENTE (L=25m) LAMINA No : 4200 Kg/cm : 210 Kg/cm 2 2 : 5 cm. : 7 cm. CONCRETO ESTRUCTURAL ACERO GRADO 60° CONCRETO VIBRADO - INFERIOR DE ZAPATAS - SUPERIOR DE ZAPATAS RECUBRIMIENTO ESPECIFICACIONES TECNICAS : 4 db (3/8" a 5/8") : 12 db : 2.5 cm. : 4 cm. : 5 cm. : H 25 - AASHO : 2 Kg/cm 2 : 4 db (3/8" a 5/8") : 0.50 2 : 2.6 Tn/m - LATERAL DE ZAPATAS - VIGAS Y MUROS - OTROS LONGITUD DE ANCLAJE ESTRIBOS DOBLEZ 45° SOBRECARGA DE DISEÑO PESO ESPESIFICO COEFICIENTE DE FRICCION ANGULO DE FRICCION INTERNA CAPACIDAD PORTANTE DEL SUELO

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, built, DETAIL, details, DWG, steps, structural, structure, support