Steel Beams And Details Three- Dimensional With Slab DWG Detail for AutoCAD

Steel Beams And Details Three- Dimensional With Slab DWG Detail for AutoCAD

Connection in armors

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

scale., work., General notes, Measurements in levels in meters., All fixed level cloths should, Verified with the architectural plans in the, The details in which the armature is indicated are not, Concrete f’c volumetric weight, Reinforcement steel grade hard with creep limit, Enter with creep forces, Minimum values ​​indicated in the rod table., Characteristics specified in the previous section., Grind to a surface with the, cut. When the edges should, The slag produced by the, Should be regular smooth before soldering, These will be carried out preferably, When the edges are prepared with cuts made with, Obtaining a correct weld will produce fumes, Paint other extraneous materials that may, Laminate scoring notches, Less than cm. Of the edges of the material, In addition there should be in or anywhere located, Unfavorably the quality of the joint., Cracks other defects that may affect, Welding must be free of, Edge surfaces on which the, Not less than hours would not be used those electrodes, A temperature within a period of time, To be kept in an oven, Should be dry before being, The electrodes used to make the joints, Recommended for welding in mild steel., Specifications for series electrodes, Coated electrodes shall comply with the, Disadvantages., That have been wet., The base material being welded., Material notes, That the resistance is the minimum voltage specified for, Metal of contribution provided by them is not minor, Characteristics such that the resistance of the, To elaborate the meetings indicated here should have, Coated electrodes for manual welding, Edition of specifications, Of this structure will be of the type indicated in the last, The profiles plates to be used in the manufacture, structural, Full penetration joints, Only flat, In all positions, Welded, Positions, Not prequalified for, Base of non-minor thickness, of material, This board should be limited, For horizontal position, Weld the second side., Clean the root before, Only flat, Specifications shown in the following, Welded joints specified on this plane shall be, Welding notes, Bridges Dimensions in, Tension for, On roller skates, Mm., only., Over head, Together, Limitations for, Simple bezel, simple, Lles., separator, this side., Anchoring of, Cord of, First the, Stand up, Desirable profiles in welding, In welding, Acceptable profile, Fillet, size, Double bevel, Must be greater than, Do not, Mm., simple, Double bevel, double, double, Angled lower string, Top rope ang, Diag. Ang, detail, Top rope ang, Angled lower string, Ang, license plate, Ang, license plate, detail, Precolored, armor, Bolts with rope, license plate, Precolored, license plate, armor, license plate, Screws, armor, Precolored, license plate, grade, Plates, Isometric, detail, side view, elevation, detail, armor, section, grade, Screws, armor, license plate, Precolored, license plate, grade, Screws, grade, Screws, license plate, license plate, license plate, Plates, armor, detail, Isometric, Screws, grade, Precolored, grade, side view, detail, Screws, armor, license plate, Precolored, detail, elevation, armor, license plate, license plate, One on each side, Plate, license plate, armor, Screws, grade, license plate, license plate, armor, license plate, armor, Plates, license plate, grade, Screws, license plate, Plates, armor, Plates, Plates, elevation, Connection, side view, Isometric, Connection, section, armor, armor, license plate, column, license plate, Brake bearer, license plate, license plate, armor, Brake bearer, license plate, license plate, Connection, elevation, side view, Connection, license plate, Lock, armor, license plate, Lock, armor, Connection, Isometric, Connection, armor, license plate, armor, Lock, license plate, Lock, license plate, Plates, Connection, Isometrico exploited, Plates, Plates, armor, Plates, license plate, Screws, grade, license plate, Plates, armor, Plates, license plate

Raw text data extracted from CAD file:

\A1;95.0 \A1;34.5 \A1;1531.0 \A1;34.5 \A1;1600.0 \A1;191.4 \A1;191.4 \A1;191.4 \A1;191.4 \A1;191.4 \A1;191.4 \A1;191.4 \A1;191.4 \A1;390.5 \A1;390.5 \A1;409.5 \A1;45.3 \A1;10.0 \A1;409.5 \A1;45.3 \A1;10.0 \A1;95.0 \A1;30.0 \A1;47.1 \A1;21.4 \A1;128.6 \A1;21.4 \A1;128.6 \A1;21.4 \A1;128.6 \A1;21.4 \A1;128.6 \A1;21.4 \A1;128.6 \A1;21.4 \A1;865.6 \A1;900.0 \A1;17.2 \A1;17.2 \A1;47.1 \A1;77.0 \A1;132.8 \A1;51.3 \A1;13.0 \A1;137.0 \A1;13.0 \A1;137.0 \A1;13.0 \A1;137.0 \A1;13.0 \A1;137.0 \A1;13.0 \A1;137.0 \A1;13.0 \A1;51.3 \A1;77.0 \A1;17.8 \A1;77.0 \A1;5.0 \A1;82.3 \A1;21.4 \A1;2.0 \A1;12.5 \A1;10.0 \A1;2.0 \A1;1.0 \A1;10.0 \A1;12.5 \A1;15.2 \A1;15.2 \A1;4.8 \A1;4.8 \A1;40.0 \A1;75.0 \A1;7.3 \A1;20.0 \A1;77.0 \A1;5.0 \A1;82.3 \A1;21.4 \A1;2.0 \A1;12.5 \A1;10.0 \A1;2.0 \A1;17.5 \A1;15.0 \A1;13.0 \A1;64.4 \A1;57.8 \A1;57.8 \A1;10.0 \A1;12.5 \A1;15.2 \A1;15.2 \A1;4.8 \A1;4.8 \A1;40.0 \A1;75.0 \A1;7.3 \A1;30.0 \A1;30.0 \A1;30.0 \A1;77.3 \A1;30.0 \A1;15.0 \A1;2.0 \A1;18.6 \A1;18.7 \A1;77.3 \A1;40.0 \A1;4.8 \A1;4.8 \A1;15.2 \A1;15.2 \A1;8.0 \A1;10.0 \A1;74.6 \A1;5.9 \A1;95.0 \A1;15.0 \A1;2.0 \A1;20.0 \A1;45.3 \A1;45.3 \A1;30.0 \A1;95.0 \A1;30.0 \A1;95.0 KG/MT3 A ESCALA. OBRA. NOTAS GENERALES 1.- ACOTACIONES EN CENTIMETROS, NIVELES EN METROS. 2.- TODAS LAS ACOTACIONES, PANOS FIJOS Y NIVELES DEBERAN VERIFICARSE CON LOS PLANOS ARQUITECTONICOS Y EN LA 3.- LOS DETALLES EN LOS QUE SE INDICA EL ARMADO NO ESTAN 4.- CONCRETO F'C =250 KG./CM2 Y PESO VOLUMETRICO P.V=2200 5.- ACERO DE REFUERZO GRADO DURO CON LIMITE DE FLUENCIA ENTRE 4000 Y 5000 KG/CM2 CON LAS FUERZAS DE FLUENCIA MAXIMAS Y MINIMAS INDICADAS EN LA TABLA DE VARILLAS. CARACTERISTICAS ESPECIFICADAS EN EL INCISO ANTERIOR. ESMERILARSE HASTA PROPORCIONAR UNA SUPERFICIE CON LAS CORTE. CUANDO SEA NECESARIO, LOS BORDES DEBERAN SE LIMPIARA PERFECTAMENTE LA ESCORIA PRODUCIDA POR EL MAQUINA; DEBERAN SER LISOS Y REGULARES Y ANTES DE SOLDAR OXIGENO, ESTOS SE LLEVARAN A CABO DE PREFERENCIA A 6.- CUANDO LOS BORDES SE PREPAREN CON CORTES HECHOS CON OBTENCION DE UNA SOLDADURA CORRECTA O PRODUZCAN HUMOS GRASA, PINTURA U OTROS MATERIALES EXTRANOS QUE IMPIDAN LA COSTRAS DE LAMINADO Y MUESCAS SUELTAS, ESCORIA, OXIDOS, A MENOS DE 5 CM. DE LOS BORDES DEL MATERIAL DEPOSITADO, ADEMAS NO DEBE HABER EN ELLAS, NI EN NINGUN PUNTO SITUADO DESFAVORABLEMENTE LA CALIDAD O RESISTENCIA DE LA JUNTA. GRIETAS U OTROS DEFECTOS QUE PUEDAN AFECTAR SOLDADURA DEBEN SER LISAS, UNIFORMES, LIBRES DE MUESCAS, 5.- LAS SUPERFICIES Y BORDES EN QUE SE VAYA A DEPOSITAR LA NO MENOR DE 2 HORAS Y NO SE UTILIZARAN AQUELLOS ELECTRODOS UNA TEMPERATURA COMPRENDIDA ENTRE 230 Y 260 C, EN UN LAPSO UTILIZADOS, PARA LA CUAL, SE LES MANTENDRA EN UN HORNO A SOLDADAS DEBERAN ENCONTRARSE SECOS ANTES DE SER 4.- LOS ELECTRODOS QUE SE UTILIZARAN PARA ELABORAR LAS JUNTAS E70-XX RECOMENDADOS PARA SOLDADURA EN ACEROS SUAVES. ESPECIFICACIONES PARA ELECTRODOS DE LAS SERIES E60-XX Y 3.- TODOS LOS ELECTRODOS RECUBIERTOS DEBERAN CUMPLIR CON LAS INCONVENIENTES. QUE HAYAN ESTADO MOJADOS. EL MATERIAL BASE QUE SE ESTA SOLDANDO. NOTAS DE MATERIALES QUE LA RESISTENCIA A LA TENSION MINIMA ESPECIFICADA PARA METAL DE APORTACION PROPORCIONADO POR ELLOS NO SEA MENOR CARACTERISTICAS TALES QUE LA RESISTENCIA A LA TENSION DEL PARA ELABORAR LAS JUNTAS AQUI INDICADAS DEBERAN TENER 2.- LOS ELECTRODOS RECUBIERTOS PARA SOLDADURA MANUAL USADOS EDICION DE LAS ESPECIFICACIONES ASTM-A36 (ACERO DE ESTA ESTRUCTURA SERAN DEL TIPO INDICADO EN LA ULTIMA 1.- LOS PERFILES Y PLACAS QUE SE EMPLEARAN EN LA FABRICACION ESTRUCTURAL SOLDABLE) Y ASTM-A325 (EN TORNILLOS). s s JUNTAS DE PENETRACION COMPLETA Solamente plana y En todas posiciones tidas para soldar Posiciones permi- d) .- No precalificada para co- base de espesor no menor de preferencia, a material c) .- Esta junta debe limitarse b) .- Para posicion horizontal soldar el segundo lado. a) .- Limpiar la raiz antes de Solamente plana y TARSE A LAS ESPECIFICACIONES MOSTRADAS EN LOS SIGUIENTES DETA- 1. LAS JUNTAS SOLDADAS ESPECIFICADAS EN ESTE PLANO DEBERAN AJUS- NOTAS DE SOLDADURAS puentes. Acotaciones en tension de trabes para nexiones en patines de 13 20° de 16. mm. unicamente. sobre cabeza sobre cabeza 30° 10 45° 6 R juntas 1,2,3 Limitaciones para las Bisel sencillo (b) 6 4 45° V sencilla (d) R 1 LLES. de 6x3 Separador este lado. fondeo de cordon de primero el Coloquese PERFILES DESEABLES EN SOLDADURA -28.73798153268625 EN SOLDADURAS PERFIL ACEPTABLE DE FILETE -28.73798153268625 Tamano = s ~ 45° Bisel doble (a,b,c) debe ser mayor de La convexidad, c, no 0.1s+0.75 mm. V sencilla R 15° 45° 3 45° 7 Bisel doble (a,b,c) 6 5 60° 60° V doble (a,c) 3 45° 45° 6 V doble (a,c) 3 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CUERDA INFERIOR 2 ANG 10.2x10.2x1.0 CUERDA SUPERIOR 2 ANG 10.2x10.2x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 DIAG. 2 ANG 7.6x7.6x1.0 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 DETALLE 1 5 5 CUERDA SUPERIOR 2 ANG 6.4x6.4x0.6 CUERDA INFERIOR 2 ANG 6.4x6.4x0.6 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 2 ANG 5.1x5.1x0.5 PLACA e=0.6 PLACA e=0.6 PLACA e=0.6 PLACA e=0.6 PLACA e=0.6 PLACA e=0.6 2 ANG 5.1x5.1x0.5 PLACA e=0.6 DETALLE 2 5 5 5 5 5 5 5 5 PRECOLADO "DOBLE T" ARMADURA ARM-3 4 PERNOS CON CUERDA d 1.3 PLACA 40x20x1.0 5 0.03 E70-XX 0.5 E70-XX E70-XX 0.5 5 5 5 5 5 5 5 5 5 0.5 E70-XX "DOBLE T" PRECOLADO PLACA 20x10x0.6 PLACA 40x20x1.0 ARMADURA ARM-3 5 PLACA 20x10x0.6 4 TORNILLOS d 1.3 x 21.6 ARMADURA A-3 PRECOLADO "DOBLE T" PLACA 40x20x1.0 PLACA 20x10x0.6 GRADO A -325 PLACAS e=0.6 0.5 E70-XX ISOMETRICO DETALLE 1 DETALLE 1 VISTA LATERAL ELEVACION DETALLE 1 ARMADURA ARM-3 SECCION GRADO A-325 TORNILLOS d 1.3x21.6 5 5 5 5 5 5 5 5 5 ARMADURA ARM-3 PLACA 20x10x0.6 E70-XX 0.03 E70-XX 0.5 "DOBLE T" PRECOLADO PLACA 20x10x0.6 GRADO A-325 4 TORNILLOS d 1.3 x 21.6 GRADO A-325 4 TORNILLOS d 1.3 x 21.6 5 5 PLACA 64.4x15.0x0.6 5 PLACA 40x20x1.0 E70-XX PLACA 20x10x0.6 0.5 PLACAS e=0.6 ARMADURA A-3 DETALLE 2 ISOMETRICO TORNILLOS d 1.3x21.6 GRADO A -325 "DOBLE T" PRECOLADO 5 5 GRADO A-325 VISTA LATERAL DETALLE 2 4 TORNILLOS d 1.3 x 21.6 ARMADURA ARM-3 PLACA 40x20x1.0 PLACA 20x10x0.6 PRECOLADO "DOBLE T" E70-XX 0.5 5 5 5 5 5 5 5 5 5 DETALLE 2 ELEVACION 5 5 5 5 ARMADURA ARM-3 ARMADURA ARM-3 ARMADURA ARM-2 PLACA 20x10x0.6 0.5 E70-XX 5 5 2.0 5 PLACA 30x15x0.6 UNA DE CADA LADO PLACA DE 28.7x25x1.0 PLACA 26x10x0.6 0.5 E70-XX 5 5 5 5 5 5 5 5 5 ARMADURA ARM-3 4 TORNILLOS d 1.3 x 21.6 GRADO A-325 PLACA 40x20x1.0 0.5 E70-XX PLACA 20x10x0.6 ARMADURA ARM-2 PLACA 74.6x30.0x1.0 5 0.5 E70-XX ARMADURA A-3 PLACAS 30x15x0.6 PLACA 40x20x1.0 GRADO A -325 TORNILLOS d 1.3x21.6 PLACA 20x10x0.6 PLACAS e=0.6 ARMADURA A-3 ARMADURA A-2 PLACAS 64.4x15x1.0 E70-XX 0.5 PLACAS 74.6x30x1.0 ELEVACION CONEXION CX-1 CONEXION CX-1 VISTA LATERAL ISOMETRICO CONEXION CX-1 SECCION ARMADURA ARM-2 5 5 5 5 5 5 5 ARMADURA ARM-2 PLACA 20x15x0.6 COLUMNA PLACA 20x15x0.6 TRABE PORTANTE TP-1 PLACA 20x10x0.6 E70-XX 0.5 0.5 E70-XX PLACA 45.3x35x1.6 PLACA 45.3x27x1.6 E70-XX 0.5 ARMADURA ARM-2 ARMADURA ARM-2 TRABE PORTANTE TP-1 TRABE PORTANTE TP-1 PLACA 20x15x0.6 0.5 E70-XX PLACA 45.3x27x1.6 PLACA 45.3x35x1.6 PLACA 20x15x0.6 PLACA 20x15x0.6 CONEXION CX-2 ELEVACION VISTA LATERAL CONEXION CX-2 0.5 E70-XX PLACA 20x15x0.6 TRABE TP-1 ARMADURA A-2 PLACA 20x15x0.6 PLACA 45.3x35x1.6 PLACA 45.3x35x1.6 3 E70-XX 5 TRABE TP-1 ARMADURA A-2 CONEXION CX-2 ISOMETRICO ISOMETRICO CONEXION CX-2 ARMADURA A-2 5 E70-XX 3 PLACA 45.3x35x1.6 PLACA 45.3x35x1.6 PLACA 20x15x0.6 ARMADURA A-2 TRABE TP-1 PLACA 20x15x0.6 E70-XX 0.5 TRABE TP-1 PLACA 20x15x0.6 PLACA 45.3x35x1.6 PLACA 45.3x35x1.6 5 5 PLACAS 92.8x29.0x1.0 2 PLACAS 29.0x14.5x1.0 2 PLACAS 29.0x14.5x1.0 PLACAS 92.8x29.0x1.0 5 5 CONEXION CX-1 ISOMETRICO EXPLOTADO PLACAS 74.6x30x1.0 0.5 E70-XX PLACAS 64.4x15x1.0 ARMADURA A-2 ARMADURA A-3 PLACAS e=0.6 PLACA 20x10x0.6 TORNILLOS d 1.3x21.6 GRADO A -325 PLACA 40x20x1.0 PLACAS 30x15x0.6 ARMADURA A-3 E70-XX 0.5 PLACAS 30x15x0.6 PLACA 20x15x0.6

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	armors, autocad, beams, connection, DETAIL, details, dimensional, DWG, slab, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier