Footbridge Project DWG Full Project for AutoCAD

Footbridge Project DWG Full Project for AutoCAD

Footbridge Project – Details

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

work:, engineer, roof slab slabs, San Cristóbal municipality, sector la chucuri, digitized by:, surveyor, date:, scales:, ing. luis florez, contains:, archive:, may, indicated, slab of losacero, plane no., structure of the, ing. luis florez, municipality, type of work, year, specialty, details, The welding used in the connections of the reinforcement must be of the type of a minimum thickness applied along the entire edge of the profile in contact with the gusset plate. the steel of the metal profiles use must possess a f and fu, concrete steel fy, cm., see detail, upper cord upn, vertical upn, see detail, bottom cord upn, see detail, upn upn, upn, detail, upn, upn, detail, upn, detail, upn, detail, upn, detail, upn, detail, upn, upn, detail, lig., lig., lig., lig., levels, stirrups, cut, scale:, as sup., as inf, its T., scale:, stirrups, cut, scale:, as sup., as inf, its T., scale:, as sup., as inf, its T., scale:, as sup., as inf, its T., scale:, as sup., as inf, its T., scale:, as sup., as inf, its T., scale:, stirrups, cut, scale:, its T., cms., cm., beam, v., cm., cms., cm., its T., cm., its T., cm., scale, starter ramp ground floor, scale, intermediate arrival ramp, scale, intermediate start ramp, m. cms., m. cms., cm., m. cms., cm., side, scale, contraflecha cm., beam, cms., details support plate of the truss, cms., griddle, griddle, longitudinal cut, cross-section, view on floor, distribution electrowelded mesh, structural steel sheet, type steel gauge, concrete, typical losacero section, access slab the gangway, cms., solid slab cms., cms., steel coming from ladder slab, roof slab detail, scale:, structural tube straps, lead, in plant, scale, of the truss, bracing lower angles mm, go., go., v.t., plant module level, go., plant module level, mezzanine, beam, mezzanine, its T. m. cm., Stirrup detail on stairs, access slab the gangway, diagonal frame, structural tube, lead, tube, level, tube, level, foundations plant footbridge long. m., scale:, v., v., v., plant module, Steel slab cm., longitudinal cut of the structure, scale:, beams, columns, beams, columns, beams, columns, beams, columns, slab staircase ground floor, scale, foundation plant, scale, foundation cut, pedestal, minimum, shoe, v., column, cm., scale, column detail, scale, column detail, level, beam, column, of nodes in beams columns, Note: for the columns place in the shaded area stirrups, confinement detail, half of the separation indicated in the detail of, for the beams see the exploded view., work:, engineer, beams details, San Cristóbal municipality, sector la chucuri, digitized by:, surveyor, date:, scales:, ing. luis florez, contains:, archive:, may, indicated, cut cutting of, plane no., foundation plant, ing. luis florez, municipality, type of work, year, specialty, the beams of the right module are symmetrical to the left taking into account that those belonging to axis number one equals four that those belonging to the number axis are equivalent to

Raw text data extracted from CAD file:

OBRA: INGENIERO : LOSAS DE ESCALERA, LOSA DE TECHO MUNICIPIO SAN CRISTÓBAL PASARELA, SECTOR LA CHUCURI DIGITALIZADO POR: TOPOGRAFO : FECHA: ESCALAS: ING. LUIS FLOREZ CONTIENE: ARCHIVO: Autoca2005/ MAYO DEL 2005 INDICADAS LOSA DE ACCESO, LOSACERO 2/2 PLANO Nº : ESTRUCTURA DE LA CERCHA, ING. LUIS FLOREZ C.I.V.:162.156 03 VA Municipio Tipo de Obra IN 2005 Año Especialidad Y DETALLES \LNOTAS: \L 1.- LA SOLDADURA A UTILIZAR EN LAS CONEXIONES DE LA ARMADURA DEBE SER DE TIPO E-70 DE UN ESPESOR MÍNIMO DE 7mm , APLICADA EN FILETE, A LO LARGO DE TODO EL BORDE DEL PERFIL EN CONTACTO CON LA PLACA O CARTELA. 2.- EL ACERO DE LOS PERFILES METÁLICOS A UTILIZAR DEBE POSEER UN Fy = 2530 Kg/cm² Y Fu = 4080 Kg/cm². \LMATERIALES: CONCRETO F'c28 = 250 Kg/cm² ACERO Fy = 4200 Kg/cm² \A1;22.80 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.18 \A1;1.64 \A1;0.14 \A1;2.40 \A1;2.40 \A1;0.29 \A1;0.14 \A1;0.37 \A1;0.20 \A1;0.31 \A1;0.41 \A1;0.37 \A1;0.33 \A1;0.26 \A1;0.14 \A1;0.54 \A1;0.24 \A1;0.27 \A1;0.14 \A1;0.14 \A1;0.35 \A1;0.42 \A1;0.23 \A1;0.14 \A1;0.21 \A1;0.24 \A1;0.14 \A1;0.16 \A1;0.18 \A1;0.18 \A1;0.25 \A1;0.06 \A1;0.06 \A1;0.16 \A1;0.22 \A1;0.22 \A1;0.25 \A1;0.06 \A1;0.06 \A1;0.20 \A1;0.14 \A1;0.14 \A1;0.21 \A1;0.21 \A1;0.42 \A1;0.23 \A1;0.14 \A1;0.14 \A1;0.12 \A1;0.23 \A1;0.14 \A1;0.14 \A1;0.12 \A1;0.25 \A1;0.60 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.17 \A1;0.30 \A1;0.17 \A1;0.15 \A1;0.17 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.17 \A1;0.17 \A1;0.17 \A1;CONTRAFLECHA = 19 cm. \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.10 \A1;3.60 \A1;3.60 \A1;3.60 \A1;0.30 \A1;1.20 \A1;1.20 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;3.68 \A1;3.68 \A1;2.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;22.80 \A1;2.40 \A1;2.40 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.60 \A1;3.60 \A1;3.60 \A1;3.60 \A1;3.60 \A1;3.60 \A1;1.20 \A1;1.20 \A1;3.60 \A1;1.20 \A1;1.20 \A1;3.60 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.47 \A1;0.27 \A1;0.13 \A1;0.13 \A1;0.10 \A1;1.28 \A1;2.63 \A1;4.53 \A1;6.28 \A1;H = 2.77 \A1;8.78 \A1;0.175 \A1;0.30 \A1;0.175 \A1;0.30 \A1;6.47 \A1;2.00 \A1;3.60 \A1;3.60 \A1;3.60 \A1;3.60 \A1;22.80 \A1;1.50 \A1;0.30 \A1;minimo \A1;1.50 \A1;0.50 \A1;0.30 \A1;1.50 \A1;1.50 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;H = 1.75 \A1;H = 1.75 \A1;H = 2.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VER DETALLE - 8 VER DETALLE - 2 VER DETALLE - 1 VER DETALLE - 5 VER DETALLE - 6 VER DETALLE - 7 CORDON SUPERIOR 2 UPN 140 x 50 VERTICALES 1 UPN 120 x 45 22.80 5 5 VER DETALLE - 3 CORDON INFERIOR 2 UPN 180 x 55 VER DETALLE - 4 \LDIAGONALES: D1 = 1 UPN 140 x 50 D2 = 2 UPN 140 x 50 D2 D2 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 \LDETALLE - 1 UPN 140 x 50 UPN 140 x 50 UPN 120 x 45 5 5 5 5 5 e = 3/8" \L DETALLE - 2 UPN 120 x 45 UPN 140 x 50 UPN 180 x 55 e = 3/8" 5 5 5 5 5 UPN 120 x 45 UPN 140 x 50 UPN 140 x 50 UPN 180 x 55 UPN 180 x 55 5 5 5 5 5 5 \L DETALLE - 3 e = 3/8" UPN 180 x 55 UPN 180 x 55 UPN 120 x 45 UPN 140 x 50 UPN 140 x 50 5 5 5 5 5 5 e = 3/8" \L DETALLE - 4 UPN 140 x 50 UPN 140 x 50 UPN 120 x 45 \L DETALLE - 5 5 0.18 5 5 5 5 UPN 180 x 55 UPN 180 x 55 UPN 120 x 45 5 0.22 5 5 5 5 e = 3/8" e = 3/8" \L DETALLE - 6 UPN 120 x 45 \L DETALLE - 7 UPN 140 x 50 UPN 140 x 50 UPN 140 x 50 UPN 140 x 50 5 5 5 5 0.21 5 UPN 140 x 50 UPN 140 x 50 UPN 140 x 50 UPN 140 x 50 e = 3/8" e = 3/8" 5 5 5 5 5 5 5 5 \L DETALLE - 8 0.40 0.40 0.35 0.35 2 x .10 LIG. d 3/8" C/0.15 x 1.60 0.13 0.35 2 x .10 LIG. d 3/8" C/0.15 x 1.16 0.35 0.12 2 x .10 LIG. d 3/8" C/0.15 x 1.14 0.30 0.30 0.25 0.25 2 x .10 LIG. d 3/8" C/0.15 x 1.20 12 d 1/2" NIVELES 2,3 Y 4 2 d 1/2" 2 d 1/2" 0.20 0.20 2 x .10 ESTRIBOS (2R) d 3/8" C/.10 x 1.00 0.25 0.25 CORTE C-C ESCALA: 1:20 3.60 As Sup. As Inf. A B 0.25 x 0.25 0.15 0.15 0.15 0.15 C C 2 d 1/2" x 4.25 0.20 0.20 2 d 1/2" x 4.25 0.20 0.20 EST. d 3/8" 0.50 11 C./.05 2R 2.30 22 C./.10 2R 0.50 11 C./.05 2R V.T.-1(N-4)=V.T.-2(N-4) V.T.-A(N-4)=V.T.-B(N-4) ESCALA: 1:50 2 d 5/8" 3 d 5/8" 0.35 0.25 2 x .10 ESTRIBOS (2R) d 3/8" C/.18 x 1.40 0.40 0.30 CORTE B-B ESCALA: 1:20 3.60 As Sup. As Inf. A B 0.30 x 0.40 0.15 0.15 0.15 0.15 B B 2 d 5/8" x 1.20 0.25 2 d 5/8" x 1.20 0.25 2 d 5/8" x 4.35 0.25 0.25 3 d 5/8" x 4.35 0.25 0.25 EST. d 3/8" 0.80 10 C./.09 2R 1.70 9 C./.18 2R 0.80 10 C./.09 2R V.E.-2 (N-3) ESCALA: 1:50 3.60 As Sup. As Inf. 1 2 0.30 x 0.40 0.20 0.20 0.20 0.20 A A 2 d 5/8" x 4.50 0.27 0.28 2 d 5/8" x 4.50 0.28 0.27 EST. d 3/8" 0.80 10 C./.09 2R 1.60 8 C./.18 2R 0.80 10 C./.09 2R V.E.-A (N-1)=V.E.-2 (N-1) ESCALA: 1:50 3.60 As Sup. As Inf. 1 2 0.30 x 0.40 0.15 0.15 0.15 0.15 A A 2 d 5/8" x 4.25 0.20 0.20 2 d 5/8" x 4.25 0.20 0.20 EST. d 3/8" 0.80 10 C./.09 2R 1.70 9 C./.18 2R 0.80 10 C./.09 2R V.E.-A (N-2)=V.E.-B (N-2)=V.E.-2 (N-2) V.E.-A (N-3)=V.E.-B (N-3)=V.E.-1 (N-3) ESCALA: 1:50 3.60 As Sup. As Inf. A B 0.30 x 0.40 0.15 0.15 0.15 0.15 A A 2 d 5/8" x 4.25 0.20 0.20 2 d 5/8" x 4.25 0.20 0.20 1 d 1/2" x 1.50 0.15 EST. d 3/8" 0.80 10 C./.09 2R 1.70 9 C./.18 2R 0.80 10 C./.09 2R V.E.-1 (N-2) ESCALA: 1:50 3.60 As Sup. As Inf. 1 2 0.30 x 0.40 0.20 0.20 0.20 0.20 A A 2 d 5/8" x 4.50 0.27 0.28 2 d 5/8" x 4.50 0.27 0.28 1 d 1/2" x 1.50 0.15 EST. d 3/8" 0.80 10 C./.09 2R 1.60 8 C./.18 2R 0.80 10 C./.09 2R V.E.-B (N-1)=V.E.-1 (N-1) ESCALA: 1:50 2 d 5/8" 2 d 5/8" 0.35 0.25 2 x .10 ESTRIBOS (2R) d 3/8" C/.18 x 1.40 0.40 0.30 CORTE A-A ESCALA: 1:20 12 d 1/2" 0.25 0.60 0.17 0.17 0.17 EST. d 3/8" 0.30 0.15 1d 1/2" L = 3.50m. @ 20 cms. 1d 1/2" L= 3.35m. @ 25 cms. 0.10 0.10 0.20 0.20 0.15 0.17 0.30 0.17 0.15 0.17 0.15 d 1/2" @ 25 cm. d 1/2" @ 25 cm. 0.15 0.30 0.17 0.17 0.17 VIGA V.R. 0.10 0.10 0.10 0.10 d 3/8" @ 10 cm. @ 30 cm. d 3/8" @ 10 cms. d 3/8" @ 10 cm. L= 1.20m EST. d 3/8" @ 30 cm. EST. d 3/8" @ 30 cm. ESCALA : RAMPA DE ARRANQUE PLANTA BAJA 1 / 25 ESCALA : RAMPA INTERMEDIA DE LLEGADA 1 / 25 ESCALA : RAMPA INTERMEDIA DE ARRANQUE 1 / 25 1d 1/2" L = 4.10 m. @ 20 cms. 0.20 0.10 1.23 1.05 1d 1/2" L = 4.20 m. @ 25 cms. 0.20 1.24 0.73 0.10 d 1/2" @ 20 cm. d 1/2" @ 20 cm. d 1/2" @ 25 cm. d 1/2" @ 20 cm. d 1/2" @ 25 cm. d 1/2" @ 20 cm. 0.10 0.10 1.05 1.23 1d 1/2" L = 4.10 m. @ 20 cms. 1d 1/2" L = 4.20 m. @ 25 cms. 0.20 1.24 0.73 0.10 d 1/2" @ 25 cm. d 1/2" @ 20 cm. 1.05 0.60 0.73 0.55 \LVISTA LATERAL ESCALA : 1/50 CONTRAFLECHA = 19 cm. ESC:1:20 ESC:1:20 ESC:1:20 ESC:1:20 ESC:1:20 ESC:1:20 ESC:1:20 ESC:1:20 VIGA 30x40 4 d 5/8" x L = 40 cms. .35 .15 .35 .15 DETALLES PLANCHA DE APOYO DE LA CERCHA 4 d 5/8" x L = 40 cms. 5 PLANCHA 40x50 e = 5/8" 5 PLANCHA 40x50 e = 5/8" 5 5 CORTE LONGITUDINAL CORTE TRANSVERSAL VISTA EN PLANTA ESC:1:20 Repartición malla electrosoldada d=4mm c/10cm LAMINA DE ACERO ESTRUCTURAL TIPO LOSACERO CALIBRE 18 5 Concreto F'c=250 Kg/cm² SECCIÓN TÍPICA LOSACERO ESC:1:10 5 B A LOSA DE ACCESO A LA PASARELA d 1/2" @ 20 cms. LOSA MACIZA e = 15 cms. 0.10 0.10 d 1/2" @ 18 cms. ACERO PROVENIENTE DE LOSA DE ESCALERA 0.10 0.10 ESC:1:50 5 5 5 5 5 DETALLE LOSA DE TECHO ESCALA: 1/50 5 5 5 5 5 5 5 5 20 6 19 5 4 1 3 2 9 7 8 10 11 16 48 17 14 13 12 15 1 2 CORREAS TUBO ESTRUCTURAL CONDUVEN 100 x 40 B A 5 5 5 5 5 5 5 5 5 5 5 5 5 22.80 5 5 \LVISTA EN PLANTA ESCALA : 1/50 \LESTRUCTURA DE LA CERCHA ARRIOSTRAMIENTO INFERIOR ÁNGULOS 50x50x4 mm 5 5 5 5 2 1 5 B A 5 V.E. - 1 / N - 2 ( 0.30 x 0.40 ) V.E. - A / N - 2 ( 0.30 x 0.40 ) V.E. - 2 / N - 2 ( 0.30 x 0.40 ) V.E. - B / N - 2 ( 0.30 x 0.40 ) 2 5 V.E. - B / N - 3 ( 0.30 x 0.40 ) V.E. - 1 / N - 3 ( 0.30 x 0.40 ) V.E. - A / N - 3 ( 0.30 x 0.40 ) V.E. - 2 / N - 3 ( 0.30 x 0.40 ) 5 A B 1 5 B A V.T. - 1 / N - 4 ( 0.25 x 0.25 ) V.T. - A / N - 4 ( 0.25 x 0.25 ) V.T. - 2 / N - 4 ( 0.25 x 0.25 ) V.T. - B / N - 4 ( 0.25 x 0.25) 1 5 2 5 5 PLANTA MODULO 1 = 2 NIVEL - 2 PLANTA MODULO 1 = 2 NIVEL - 3 PLANTA MODULO 1 = 2 NIVEL - 4 5 5 5 5 V.E. - A / N - 1 ( 0.30 x 0.40 ) V.E. - B / N - 1 ( 0.30 x 0.40 ) V.E. - 2 / N - 1 ( 0.30 x 0.40 ) V.E. - 1 / N - 1 ( 0.30 x 0.40 ) 2 1 B A PLANTA MODULO 1 = 2 NIVEL - 1 ESC:1:50 ESC:1:50 ESC:1:50 ESC:1:50 B A ENTREPISO VIGA ENTREPISO 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.15 0.15 EST. d 3/8" L = 1.00 m. @ 30 cm. DETALLE ESTRIBO EN ESCALERAS ESC:1:10 d 1/2" 5 5 5 5 5 LOSA DE ACCESO A LA PASARELA DIAGONALES Y MARCO TUBO ESTRUCTURAL CONDUVEN 140 x 60 5 0.175 5 5 TUBO d 2" TUBO 140 x 60 TUBO 100 x 40 5 5 5 5 NIVEL - 1 NIVEL - 2 NIVEL - 3 NIVEL - 4 0.175 5 TUBO d 2" NIVEL - 1 NIVEL - 2 NIVEL - 3 NIVEL - 4 5 5 PLANTA DE FUNDACIONES PASARELA LONG. = 22.80 m. ESCALA: 1/50 33 22 31 21 22 23 26 25 24 27 33 32 34 30 29 28 34 21 32 31 30 28 29 23 24 25 26 27 5 5 5 B A 1 2 3 4 V.R. ( 0.40 x 0.30 ) V.R. ( 0.40 x 0.30 ) V.R. ( 0.40 x 0.30 ) V.R. ( 0.40 x 0.30 ) C - 1 C - 1 C - 1 C - 1 F - 1 F - 1 F - 1 F - 1 V.R. ( 0.40 x 0.30 ) F - 1 C - 1 C - 1 F - 1 C - 1 C - 1 V.R. ( 0.40 x 0.30 ) V.R. ( 0.40 x 0.30 ) V.R. ( 0.40 x 0.30 ) F - 1 F - 1 A B 5 PLANTA MODULO - 1 PLANTA MODULO - 2 LOSA ACERO E= 10 cm. 5 CORTE LONGITUDINAL DE LA ESTRUCTURA ESCALA: 1/50 VIGAS NIVEL4 COLUMNAS NIVEL4 VIGAS NIVEL3 COLUMNAS NIVEL3 VIGAS NIVEL2 COLUMNAS NIVEL2 VIGAS NIVEL1 COLUMNAS NIVEL1 LOSA ESCALERA PLANTA BAJA ESCALA : PLANTA DE FUNDACION F - 1 1.50 ESCALA : CORTE DE FUNDACION F - 1 1 / 20 1 / 20 PEDESTAL = ( 0.50 x 0.50 ) 0.30 minimo 1.50 ZAPATA 0.50 V.R. = ( 0.40 x 0.30 ) COLUMNA ( 0.40 x 0.40 ) 0.30 1.50 1.50 0.40 0.40 0.50 0.50 d 1/2" @ 18 cm. a/s. 0.25 0.25 ESCALA : DETALLE DE COLUMNA 1 / 10 C - 1 ESCALA : DETALLE DE COLUMNA 1 / 10 C - 2 NIVEL 1 VIGA COLUMNA DE NODOS EN VIGAS Y COLUMNAS NOTA: Para las columnas colocar en la zona sombreada estribos DETALLE DE CONFINAMIENTO \A1;2 h L/4 \A1;2 h L/4 \A1;h L L 45CM \A1;h a la mitad de la separación indicada en el detalle de columna; para las vigas ver el despiece. 5 5 5 45CM 45CM 45CM OBRA: INGENIERO : VIGAS Y COLUMNAS, Y DETALLES MUNICIPIO SAN CRISTÓBAL PASARELA, SECTOR LA CHUCURI DIGITALIZADO POR: TOPOGRAFO : FECHA: ESCALAS: ING. LUIS FLOREZ CONTIENE: ARCHIVO: Autoca2005/ MAYO DEL 2005 INDICADAS CORTE LONGITUDINAL, DESPIECE DE 1/2 PLANO Nº : PLANTA DE FUNDACIONES ING. LUIS FLOREZ C.I.V.:162.156 03 VA Municipio Tipo de Obra IN 2005 Año Especialidad \LNOTA: .- Las vigas del modulo derecho son simétricas al izquierdo tomando en cuenta que las pertenecientes al eje número uno (1) equivalen al cuatro (4) y que las pertenecientes al eje número (2) equivalen al tres (3) \LMATERIALES: CONCRETO F'c28 = 250 Kg/cm² ACERO Fy = 4200 Kg/cm²

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, details, DWG, full, Project, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier