Map Of False Bridge DWG Plan for AutoCAD

Map Of False Bridge DWG Plan for AutoCAD

Construction of a false bridge to make it to the desired height for the formwork in the construction process of a bridge; It consists of floor plan and profile and details.

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

variable height, minimum, gravel filter, struts, brace, filling area, sub razante, filling at grade level, perforated pvc, expansion joint, metal railing, right abutment, left abutment, longitudinal profile false bridge, tables , slab resting on the abutment, length of slab, distribution of the struts on floor, bridge light, false cross section bridge, the ing. Resident must contemplate the use of the proposed structure. being, the definitive structure verified in work and approved by the ing. inspector., Minimum admissible efforts of wood, river bottom, minimum waters, maximum waters, extraordinary waters, miricharo river, santa cruz, miricharo

Raw text data extracted from CAD file:

ALTURA VARIABLE 5.20 0.60 0.60 0.60 0.60 0.15 0.30 0.60 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.56 0.61 0.73 0.75 0.73 0.61 0.56 0.56 0.61 0.73 0.75 0.73 0.61 0.56 12.60 7.40 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.56 0.40 0.25 3.60 0.25 0.40 1.00 5.00 1.00 5.00 0.60 1.20 0.60 0.60 3.00 4.32 5.47 4.32 5.47 0.60 0.60 1.20 0.60 3.00 5.47 4.32 4.32 5.47 4.90 4.90 0.61 0.73 0.75 0.73 0.61 0.56 Mínimo ALTURA VARIABLE 5.20 FILTRO DE GRAVA PUNTALES DE ARRIOSTE Sección de 8" x 12" ó Madera Rolliza d 12" 13 PARANTES AREA DE RELLENO \A1;SUPERFICIE ACTUAL ARRIOSTE PUNTALES DE SUB RAZANTE RELLENO A NIVEL DE RASANTE TUBERIA DE Þ 2" PVC AGUJEREADA JUNTA DE DILATACION BARANDA METALICA AREA DE RELLENO FILTRO DE GRAVA ESTRIBO DERECHO ESTRIBO IZQUIERDO ESC: 1/50 PERFIL LONGITUDINAL FALSO PUENTE 0.60 0.60 0.60 0.60 Tablas de 8" x 1" x 10' 5 0.30 0.60 10" x 1" x 10' Tablas de Þ 4" Mínimo Þ 4" Mínimo Þ 4" Madera Rolliza d 12" Sección de 8" x 12" ó Cuarton de 4" x 3" Mínimo Þ 5" Þ 5" Mínimo 8 Parantes LOSA APOYADA EN EL ESTRIBO 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 12.60 LONGITUD DE LOSA DISTRIBUCION DE LOS PUNTALES EN PLANTA ESC: 1/50 7.40 LUZ DE PUENTE LOSA APOYADA EN EL ESTRIBO ESC: 1/50 SECCION TRANSVERSAL FALSO PUENTE 5 5 5 5 5 5 5 5 5 5 5 5 Fv. = 8 Kg/cm2. (Corte Paralelo) El Ing. residente deberá contemplar el uso de la estructura propuesta. Siendo Ft. = 75 Kg/cm2. (Tracción Paralela) * DE ACUERDO AL GRUPO "C" JUNAC. la estructura definitiva verificada en obra y aprobada por el Ing. Inspector. ESFUERZOS ADMISIBLES MINIMOS DE LA MADERA Fc. = 80 Kg/cm2. (Compresión Paralelas a las Fibras) Fc. = 15 Kg/cm2. (Compresión Perpendicular a la Fibra) Fm. = 100 Kg/cm2. (Flexión) Eprom. = 90 000 Kg/cm2. Emin = 55 000 Kg/cm2. 5 5 5 5 5 5 5 A B C D E F G H 0.40 5 3.60 5 0.40 FONDO DE RIO AGUAS MINIMAS AGUAS MAXIMAS AGUAS EXTRAORDINARIAS 1.00 5.00 <>.00 5.00 RIO MIRICHARO SANTA CRUZ MIRICHARO 0.60 1.20 0.60 0.60 3.00 5 5 5 5 0.60 0.60 1.20 0.60 3.00 5 5 5 5 <>0 4.90 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 A B C D E F G H A B C D E F G H RIO MIRICHARO 1 2 3 4 5 6 7 8 10 11 12 13 9

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, consists, construction, DWG, false, formwork, height, map, plan, process