Beams Joists – Details DWG Detail for AutoCAD

Beams Joists – Details DWG Detail for AutoCAD

Beams over concrete armed structure

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

Lower mts separated, higher, Mts, higher, Lower mts separated, Lower mts separated, higher, Lower mts separated, higher, Lower mts separated, higher, Lower mts separated, higher, Beams cms, Cms reinforcement, Corrugated zinc sheet thicker caliber, Joist metalic, Concrete beam, Upper rope: separated, Lower string: separated, Bars of, Bars of, Beams cms, Mts lower string, Mts, Beams cms, Mts lower string, quantity, Rope length, higher, lower, Joists, quantity, Rope length, higher, lower, Joists, Equal spaces of mts, Free distance between supports, In joists each line with mark corrugadas legitimas.en all joists each line without mark corrugadas legitimate., Beams cms, Mts lower string, Upper rope, Free between supports mts, Beams cms, Mts lower string, Upper rope, Free between supports mts, Beams cms, Mts lower string, Upper rope, Free between supports mts, Beams cms, Mts lower string, Upper rope, Free between supports mts, Angles of, bars, Angles of, Angles of, Joist, bars, Detail of separate joist, Detail of united joist, Thickness welding length, bars, Cms, electrode, Notes on beams steel beams pairs of adjacent bars will be touched by these supports. The manufacturer will verify the work on the clearings and weld on the site adjacent bars any of those supports. All metal that will not be embedded in concrete with two hands of anticorrosive paint before placing it.to remove any area that welds in place. Member of any structure will be cut by etc. Without the authorization of competing people. Welds to the pieces will not separate more than half the thickness. Lines of centers of gravity intersect in a single point in each referred distances of the edges are the following:, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, angle of, Of non-millimeter steel pairs of angles of the upper upper ropes that are shown together will thus be maintained with long weld beads in each interior outwardly. Metal that forms tube will join with welds of cms long each cms previously paint the part that is in the inferior one. Manufacturer will ensure that the structures are not struck by the master of the work because the structures are not hit.

Raw text data extracted from CAD file:

\A1;0.05 \A1;0.25 \A1;0.07 \A1;cuerda inferior 2<1"x3/16"x4.10 mts separados \A1;cuerda superior 2< 1" x 3/16"x 4.40 mts-separados \A1;0.05 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.22 \A1;0.05 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.25 \A1;0.07 \A1;14@ 0.27 mts=3.78 mts \A1;cuerda superior 2< 1" x 3/16"x 4.40 mts-separados \A1;0.05 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;x \A1;y \A1;0.05 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;x \A1;0.07 \A1;cuerda inferior 2<1"x3/16"x4.10 mts separados \A1;0.24 \A1;cuerda inferior 2<1"x3/16"x6.28 mts separados \A1;cuerda superior 2< 1-1/4" x 3/16"x 6.64 mts-separados \A1;0.05 \A1;x \A1;0.05 \A1;0.07 \A1;0.07 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.09 \A1;0.23 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;x \A1;x \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.02 \A1;0.30 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.32 \A1;x \A1;cuerda inferior 2<1"x3/16"x5.28 mts separados \A1;cuerda superior 2< 1" x 3/16"x 5.59 mts-separados \A1;0.05 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;x \A1;0.05 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;5.45 \A1;cuerda inferior 2<1"x3/16"x5.00 mts separados \A1;cuerda superior 2< 1" x 3/16"x 5.32 mts-separados \A1;0.05 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;x \A1;0.05 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.01 \A1;5.175 \A1;cuerda inferior 2<1"x3/16"x4.82 mts separados \A1;cuerda superior 2< 1" x 3/16"x 5.14 mts-separados \A1;0.05 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;x \A1;0.05 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.27 \A1;0.07 \A1;0.27 \A1;0.27 \A1;0.27 \A1;5.000 \A1;x \A1;0.30 \A1;0.09 \A1;0.25 \A1;0.07 \A1;0.25 \A1;0.05 \A1;E \A1;E \A1;E \A1;E Vigas Eje"G"(1-2)20 x 35 cms Vigas Eje"H"(2-4)20 x 35 cms refuerzo #2@ 15x15 cms lamina de zinc ondulada calibre 28 o mas gruesa -1.0 joist metalicao viga de concreto CUERDA SUPERIOR: 2Ls 1-1/2"X1/8" SEPARADAS CUERDA INFERIOR: 2Ls 1-1/2"X1/8" SEPARADAS 2 BARRAS DE 3/8"d -1.0 2 BARRAS DE 3/8"d -1.0 Vigas Eje"G"(1-2)20 x 35 cms Vigas Eje"H"(2-4)20 x 35 cms cuerda inferior 2<1"x3/16"x4.10 mts separados 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 14@ 0.27 mts=3.78 mts Vigas Eje"H"(2-4)20 x 35 cms cuerda inferior 2<1"x3/16"x4.10 mts separados 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 -1.0 D cantidad m n longitud de cuerda superior inferior 4.125 m 4.00 m 3.85 m 3.675 m 4 24 5 2 14 14 13 13 13 13 12 12 4.27 mt 4.14 m 3.99 m 3.82 m 3.95 m 3.83 m 3.68 m 3.50 m 35 viguetas J-5 D cantidad m n longitud de cuerda superior inferior 3.40 m 2.58 m 2.90 m 2.35 m 3 1 2 9 12 9 8 8 11 8 7 7 3.54 m 2.72 m 2.64 m 2.49 m 3.23 m 2.41 m 2.33 m 2.18 m 17 viguetas J-6 1.40m 2 4 3 1.54 m 1.23 m -1.0 "m" espacios iguales de 0.27 mts "n" espacios iguales de 0.27 mts D= distancia libre entre apoyos En viguetas J1,J2,J3,J4, cada linea con marca x x 2d1/2" corrugadas legitimas.En todas las viguetas cada linea sin marca / / 2d3/8" corrugadas legitimas. Vigas Eje"H"(2-4)20 x 35 cms cuerda inferior 2<1"x3/16"x6.28 mts separados cuerda superior 2< 1-1/4" x 3/16"x 6.64 mts-separados -1.0 5 -1.0 -1.0 -1.0 19 @ 0.32 mts=6.08 D=distancia libre entre apoyos 6.50 mts -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 5 18 @ 0.32 mts=5.76 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 Vigas Eje"G"(1-2)20 x 35 cms Vigas Eje"H"(2-4)20 x 35 cms cuerda inferior 2<1"x3/16"x5.28 mts separados cuerda superior 2< 1" x 3/16"x 5.59 mts-separados -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 19 @ 0.27 mts=5.13 19 @ 0.27 mts=4.86 D=distancia libre entre apoyos 5.45 mts -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Vigas Eje"G"(1-2)20 x 35 cms Vigas Eje"H"(2-4)20 x 35 cms cuerda inferior 2<1"x3/16"x5.00 mts separados cuerda superior 2< 1" x 3/16"x 5.32 mts-separados -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 18 @ 0.27 mts=4.86 17 @ 0.27 mts=4.59 D=distancia libre entre apoyos 5.175 mts -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Vigas Eje"G"(1-2)20 x 35 cms Vigas Eje"H"(2-4)20 x 35 cms cuerda inferior 2<1"x3/16"x4.82 mts separados cuerda superior 2< 1" x 3/16"x 5.14 mts-separados -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 17 @ 0.27 mts=4.59 16 @ 0.27 mts=4.32 D=distancia libre entre apoyos 5.00 mts -1.0 -1.0 -1.0 -1.0 5 5 -1.0 2 angulos de 1-1/4"x3/16 2 angulos de 1-1/4"x3/16 barras 5 -1.0 2 angulos de 1"x3/16 2 angulos de 1"x3/16 5 -1.0 2 angulos de 1"x3/16 2 angulos de 1"x3/16 Joist J-6 Joist J-1,J-2,J-3,J-4 Joist J-1 barras barras Detalle de Joist separado Detalle de Joist unido LONGITUD DE SOLDADURA "E" 1/4" DE ESPESOR E 3/4"d 5/8"d 1/2"d 3/8"d BARRAS 1.0 CMS 2.0 CMS 3.0 CMS 4.0 CMS ELECTRODO 60 E T K E E K T K T T K Notas sobre vigas y viguetas de acero 1- Los pares de barras adyacentes a los apoyos, tocaran esos apoyos.El fabricante verificara en obra los claros reales, debiendo soldar en el sitio las barras adyacentes a cualquiera de esos apoyos. 2-Pintar todo metal que no quedara empotrado en concreto con dos manos de pintura anticorrosiva antes de colocarlo.Retocar toda zona que se solde en el sitio. 3-Ningun miembro de cualquier estructura sera cortado por fontanero, electricista, carpintero, etc. sin la autorizacion de personas compententes. 4-En soldaduras al tope, las piezas a unir, no se separaran mas de la mitad del espesor. 5-Las lineas de centros de gravedad se intersectaran en un solo punto en cada junta.-Las distancias referidas de las aristas son las siguientes: angulo de 1x1/8 8 mm d angulo de 1-1/4x1/8 9 mm angulo de 1-1/2x1/8 11 mm angulo de 1-1/2x1/4 12 mm angulo de 2x3/16 15 mm angulo de 2-1/2x3/16 18 mm angulo de 3x1/4 21 mm angulo de 4x1/4 28 mm angulo de 1x3/16 8 mm d angulo de 1-1/4x3/16 10 mm angulo de 1-1/2x3/16 11 mm angulo de 2x1/8 14 mm angulo de 2x1/4 15 mm angulo de 1-1/2x1/4 18 mm angulo de 3x3/8 23 mm angulo de 4x3/8 28 mm 6-Angulos de acero a36 legitimo, no milimetrico 7-Los pares de angulos de las cuerdas superior e inferior que se muestren unidos se mantendran asi con cordones de soldadura de 3 cms, de largo en cada junta, interior y exteriormente. 8-Todo metal que forme tubo se unira con cordoncitos de soldadura de 5 cms de largo cada 50 cms , pintar previamente la parte que quede en el inferior. 9-El fabricante velara porque no se golpeen las estructuras listas, el maestro de la obra velara porque no se golpeen las estructuras colocadas.

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