Hanging Bridge DWG Full Project for AutoCAD

Hanging Bridge DWG Full Project for AutoCAD

Hanging bridge with wooden structures and armed concrete stirrups – Complete project

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

Dilatation trolleys, anchoring detail, fixing and lashing, frontal elevation, section b-b, section a-a, plant – anchoring chamber, ing. eleazar palaces, pedestrian bridge, national fund of social compensation, foncodes, presidency of the republic, department :, consultant :, paullo, district :, scale :, project :, hamlet :, drawing :, sections, cañete, c. huaytan j., lima, plane :, date :, province :, sheet :, section cc, section dd, fill, foundation plant, tower right margin, tower left margin, column projection, projection of retaining wall, technical specifications, cement type i, indicated coatings, woven mesh, non-slip, isometric of board, beam, stringers, see detail of clamp bracket, aa alevacion, detail of upper bracket of pendola, detail of fixation anchorage and mooring, detail of dilatation cars, anchoring camera elevation, front elevation anchoring chamber, anchor camera plant, crosby staples, alternating joints, slope of the whole surface, joint projection, stuffing, wood pieces, total length of smooth iron for pendolas, length of the pendolas , not pendola, l pendola, platen, cross section, floor, side view, clamp detail, tower axis, joists, external joists, central spar, lateral crossbar, decking, deta I’m with pendolas

Raw text data extracted from CAD file:

\A1;0.2 \A1;0.20 \A1;0.2 CARROS DE DILATACION DETALLE DE ANCLAJE, FIJACION Y AMARRE ELEVACION FRONTAL SECCION B-B SECCION A-A PLANTA - CAMARA DE ANCLAJE ESCALA: 1:50 ESCALA: 1:25 ESCALA: 1:100 ESCALA: 1:25 5 0.20 5 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.60 \A1;1.90 \A1;1 \A1;0.1 \A1;2.3 \A1;5.65 \A1;4 \A1;3.95 \A1;4.25 \A1;4.00 \A1;4.25 \A1;6.25 \A1;1.00 \A1;0.10 \A1;0.50 \A1;3.25 \A1;0.50 \A1;3.60 \A1;0.50 \A1;3.20 \A1;0.50 \A1;3.25 \A1;1.50 \A1;0.10 \A1;7.45 \A1;1.50 \A1;0.10 \A1;1.00 \A1;0.10 \A1;VARIABLE MAX=7.30 MIN=5.65 ING. ELEAZAR PALACIOS PUENTE PEATONAL FONDO NACIONAL DE COMPENSACION SOCIAL FONCODES PRESIDENCIA DE LA REPUBLICA DEPARTAMENTO: CONSULTOR: PAULLO PAULLO 1:100 DISTRITO: ESCALA: PROYECTO: CASERIO: DIBUJO: DICIEMBRE 1998 SECCIONES CAÑETE C. HUAYTAN J. LIMA PLANO: FECHA: PROVINCIA: LAMINA: 01 \A1;4.00 \A1;0.10 \A1;1.70 \A1;0.60 \A1;1.70 \A1;1.50 \A1;0.80 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;1.60 \A1;0.60 \A1;1.75 \A1;0.04 \A1;0.04 \A1;0.075 \A1;0.40 \A1;1.75 \A1;0.04 \A1;0.04 \A1;0.075 \A1;0.30 \A1;2.25 \A1;0.50 \A1;0.05 \A1;2.50 \A1;2.45 \A1;2.50 \A1;0.80 \A1;0.80 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.60 SECCION A-A ESCALA: 1:50 ESCALA: 1:50 SECCION B-B ESCALA: 1:50 SECCION C-C SECCION D-D ESCALA: 1:50 559.29 564.09 568.24 564.09 564.09 564.09 RELLENO B C D D B A A C 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 5 5 5 5 5 5 VARIABLE MAX=7.30 MIN=5.65 568.24 5 ESCALA: 1:50 SECCION A-A PLANTA CIMENTACION ESCALA: 1:50 TORRE MARGEN DERECHA 560.79 5 559.29 TORRE MARGEN DERECHA TORRE MARGEN IZQUIERDA 5 5 5 5 5 5 5 5 5 5 5 5 \A1;d 3/4" @ 0.40 d 1/2" @ 0.45 PROYECCION COLUMNA \A1;d 1/2" @ 0.45 \A1;d 1" @ 0.20 \A1;d 1/2" @ 0.25 H \A1;d 1/2" @ 0.40 V d 1/2" @ 0.25 H d 1/2" @ 0.45 V \A1;d 1/2" @ 0.35 H \A1;d 1" @ 0.40 V \A1;d 1/2" @ 0.45 5 5 5 5 \A1;d 1" @ 0.30 \A1;d 1/2" @ 0.45 5 \A1;d 3/4" @ 0.40 \A1;d 1/2" @ 0.30 d 3/4" @ 0.40 5 5 5 5 5 0.50 0.05 559.29 5 5 5 PROYECCION DE MURO DE CONTENCION 5 5 1 1 2 2 2 2 2 2 \A1;d 1/2" @ 0.45 \A1;d 1" @ 0.20 SECCION 1-1 ESCALA: 1:20 ESCALA: 1:20 SECCION 2-2 \A1;5 d 3/4" \A1;2 d 1/2" \A1;5 d 3/4" \A1;4 d 1" \A1;2 d 1" \A1;4 d 1" estribo d 3/8" 1 @ 0.05, 4@0.10, resto @ 0.20 C/cara 0.0 0.0 0.0 0.0 ARMADURA INFERIOR d 1", @ 0.20 ARMADURA INFERIOR d 1", @ 0.30 ESPECIFICACIONES TECNICAS CONCRETO ZAPATAS: f'c=210 Kg/cm2+aditivo acererante de fragua CONCRETO MUROS, COLUMNAS, VIGAS: f'c=210 Kg/cm2 ACERO: f'y=4200 Kg/cm2 CEMENTO TIPO I RECUBRIMIENTOS INDICADOS CAPACIDAD PORTANTE SUELOS =4 Kg/cm2 TARRAJEO DE SUPERFICIES: MORTERO 1:5 C:H estribo d 3/8" @ 0.05, 4@0.10, resto @ 0.20 C/cara d 1/2" @ 0.45 H d 1/2" @ 0.30 V ING. ELEAZAR PALACIOS PUENTE PEATONAL FONDO NACIONAL DE COMPENSACION SOCIAL FONCODES PRESIDENCIA DE LA REPUBLICA DEPARTAMENTO: CONSULTOR: PAULLO PAULLO 1:100 DISTRITO: ESCALA: PROYECTO: CASERIO: DIBUJO: DICIEMBRE 1998 SECCIONES CAÑETE C. HUAYTAN J. LIMA PLANO: FECHA: PROVINCIA: LAMINA: 01 \A1;1 1/2" \A1;4 1/2" \A1;6" \A1;6" \A1;20 cm \A1;4.00" \A1;2.00" \A1;0.38 \A1;1 1/4 \A1;0.015 \A1;0.015 \A1;0.025 \A1;0.075 \A1;0.500 \A1;0.350 \A1;4.50 \A1;0.50 \A1;4.50 \A1;0.80 \A1;4" \A1;PLATINA e=1/8" \A1;2.00 \A1;Largueros 3"x5"x4.20 \A1;3" \A1;0.575 \A1;6.00" \A1;0.575 \A1;0.575 \A1;6.00" \A1;6.00" \A1;3.00" \A1;3.00" \A1;2.00" \A1;4.00" \A1;3 \A1;0.50 \A1;2.50 \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;6.00" \A1;5.00" \A1;2.00" \A1;1.00 \A1;2.20 \A1;6.00" \A1;1.00 \A1;0.50 \A1;0.30 \A1;27.09° \A1;31.46° \A1;0.50 \A1;2.50 \A1;2.20 \A1;0.50 \A1;0.35 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.35 \A1;0.50 \A1;2.90 \A1;3.50 \A1;4.50 \A1;4.50 \A1;2.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;7.50" \A1;60.50" \A1;0.075 \A1;0.058 \A1;0.085 \A1;0.058 \A1;0.075 \A1;0.075 \A1;0.20 \A1;0.80 \A1;0.60 \A1;R0.6115 \A1; Malla tejida de alambre F°G° 1/8" 2 Arriostres de 3"x15" Varrilla lisa d 5/8" TABLA 2"x8"x2.0 LARGUERO 3"x5"x4.20 m Antideslizante (excepto en el tercio central) VARILLA LISA DE d 5/8" 2 Arriostres de 3"x1.5" VIGUETA 4"x6"x3.00 m 3 CLAVOS DE 2 1/2" -155.4698435895473 -155.4698435895473 -155.4698435895473 PLATINA 1/4"x1 1/2" \A1;d1/2'+1/32' 1 2 1 2 -155.4698435895473 A A C C \A1;VIGUETAS 4"x6"x3.00 m @ 2.00 \A1;TABLAS 2"x8"x2.00 m ISOMETRICO DE ENTABLADO ESCALA 1:200 UNIDOS CON 3 CLAVOS DE 4" 03 CLAVOS DE 4" 03 CLAVOS DE 4" 5 LARGUEROS DE 3"x5"X4.20 PLATINA DE 1/8" UNIDOS CON TIRANTES DE 1/4"x1/2" TABLON DE 2"x8"x2.00 m VIGA 3 CLAVOS DE 4" LARGUEROS ESCALA 1:200 ELEVACION 1-1 ESCALA 1:200 ESCALA 1:200 CORTE 2-2' VER DETALLE DE ABRAZADERA DE PENDOLA ESCALA 1:200 ALEVACION A-A 22.02415151881974 22.02415151881974 22.02415151881974 DETALLE DE ABRAZADERA SUPERIOR DE PENDOLA ESCALA 1:125 ESCALA 1:25 DETALLE DE ANCLAJE FIJACION Y AMARRE ESCALA 1:100 DETALLE DE CARROS DE DILATACION ESCALA 1:5 ESCALA 1:25 ELEVACION CAMARA DE ANCLAJE ELEVACION FRONTAL CAMARA DE ANCLAJE ESCALA 1:25 PLANTA CAMARA DE ANCLAJE ESCALA 1:25 2 TUBOS MACIZOS DE 3" O 2 RIELES GUARDA CABO DE d 1 1/4" 2 CABLES 1 1/4" CON ALMA DE ACERO PLATINA DE 1/4"x4"x12" -155.4698435895473 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 RODILLO FIERRO MACIZO d 7.5 cm 0.20x0.25 -525.21036487425 RODILLO FIERRO MACIZO d 7.5 cm PENDOLAS DE 5/8" PERNOS DE 5/8"x3 Amarre con alambre No 16 Accesorio antideslizante (excepto en el tercio central) 3" 2" 5 5 grapas de 1 5/8" MALLA DE d 3/8" DE 0.5x0.5 15.19601512490954 -13.65051395872888 GRAPAS CROSBY EMPALMES ALTERNADOS LARGUEROS DE 3"x5"X4.20 -33.53501627189894 LARGUERO 3"x5"x4.2 m -33.53501627189894 5 2 CABLES DE 1 1/4" TIPO BOA 6x19 AMARRE ALAMBRE No 16 8 GRAPAS DE d 15/8" PENDIENTE DE TODA LA SUPERFICIE 2 CABLES PRINCIPALES DE 15/8" juntas de 2" sellada 2 TUBOS MACIZOS 3" o 2 RIEL 3 clavos de 3" 1 arriostre a cada lado de la vigueta Abrazadera platinada 1/4"x4"x24" amarre con alambre No 16 Malla tejida de alambre N°16 pernos de union 12" Tabla 2"x8"x2.00m 22.02415151881974 \A1;Proyeccion del ampalme Perno de 5/8"x3" con tuerca 22.02415151881974 5 22.02415151881974 5 5 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 0.0 0.0 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -33.53501627189894 -33.53501627189894 -33.53501627189894 1.00 3x4" 3x2" 3 clavos de 3" malla tejida de alambre No 1/8" tablas unidas a largueros con larguero de 4" proyeccion del empalme 2.20 22.02415151881974 1.00 0.50 juntas de 2" selladas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22.76214429297852 22.76214429297852 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 -525.21036487425 5 ING. ELEAZAR PALACIOS PUENTE PEATONAL FONDO NACIONAL DE COMPENSACION SOCIAL FONCODES PRESIDENCIA DE LA REPUBLICA DEPARTAMENTO: CONSULTOR: PAULLO PAULLO 1:100 DISTRITO: ESCALA: PROYECTO: CASERIO: DIBUJO: DICIEMBRE 1998 SECCIONES CAÑETE C. HUAYTAN J. LIMA PLANO: FECHA: PROVINCIA: LAMINA: 01 \A1;1 1/2" \A1;4 1/2" \A1;6" \A1;6" \A1;20 cm \A1;12.00" \A1;4.00" \A1;2.00" \A1;0.38 \A1;1 1/4 \A1;0.015 \A1;0.015 \A1;0.025 \A1;0.075 \A1;0.500 \A1;0.350 \A1;4.50 \A1;0.50 \A1;4.50 \A1;0.80 \A1;4" \A1;PLATINA e=1/8" \A1;2.00 \A1;Largueros 3"x5"x4.20 \A1;3" \A1;0.575 \A1;6.00" \A1;0.575 \A1;0.575 \A1;6.00" \A1;6.00" \A1;3.00" \A1;3.00" \A1;2.00" \A1;4.00" \A1;3 \A1;0.50 \A1;2.50 \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;7.50" \A1;6.00" \A1;5.00" \A1;2.00" \A1;1.00 \A1;2.20 \A1;6.00" \A1;1.00 \A1;0.50 \A1;0.30 \A1;27.09° \A1;31.46° \A1;0.50 \A1;2.50 \A1;2.20 \A1;0.50 \A1;0.35 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.35 \A1;0.50 \A1;2.90 \A1;3.50 \A1;4.50 \A1;4.50 \A1;2.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;7.50" \A1;60.50" \A1;0.075 \A1;0.058 \A1;0.085 \A1;0.058 \A1;0.075 \A1;0.075 \A1;0.20 \A1; Malla tejida de alambre F°G° 1/8" 2 Arriostres de 3"x15" Varrilla lisa d 5/8" TABLA 2"x8"x2.0 LARGUERO 3"x5"x4.20 m Antideslizante (excepto en el tercio central) VARILLA LISA DE d 5/8" 2 Arriostres de 3"x1.5" VIGUETA 4"x6"x3.00 m 3 CLAVOS DE 2 1/2" -155.4698435895473 -155.4698435895473 -155.4698435895473 PLATINA 1/4"x1 1/2" \A1;d1/2'+1/32' 1 2 1 2 -155.4698435895473 A A C C \A1;VIGUETAS 4"x6"x2.00 m @ 2.00 \A1;TABLAS 2"x8"x2.00 m ISOMETRICO DE ENTABLADO ESCALA 1:200 UNIDOS CON 3 CLAVOS DE 4" 03 CLAVOS DE 4" 03 CLAVOS DE 4" 5 LARGUEROS DE 3"x5"X4.20 PLATINA DE 1/8" UNIDOS CON TIRANTES DE 1/4"x1/2" TABLON DE 2"x8"x2.00 m VIGA 3 CLAVOS DE 4" LARGUEROS ESCALA 1:200 ELEVACION 1-1 ESCALA 1:200 ESCALA 1:200 CORTE 2-2' VER DETALLE DE ABRAZADERA DE PENDOLA ESCALA 1:200 ALEVACION A-A 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 DETALLE DE ABRAZADERA SUPERIOR DE PENDOLA ESCALA 1:125 ESCALA 1:25 DETALLE DE ANCLAJE FIJACION Y AMARRE ESCALA 1:100 DETALLE DE CARROS DE DILATACION ESCALA 1:5 ESCALA 1:25 ELEVACION CAMARA DE ANCLAJE ELEVACION FRONTAL CAMARA DE ANCLAJE ESCALA 1:25 PLANTA CAMARA DE ANCLAJE ESCALA 1:25 2 TUBOS MACIZOS DE 3" O 2 RIELES GUARDA CABO DE d 1 1/4" 2 CABLES 1 1/4" CON ALMA DE ACERO PLATINA DE 1/4"x4"x12" -155.4698435895473 -33.48822784881236 -33.00760541613204 -32.45151058990928 25.735790782393 5 RODILLO FIERRO MACIZO d 7.5 cm 0.20x0.25 15.68995245415772 RODILLO FIERRO MACIZO d 7.5 cm PENDOLAS DE 5/8" PERNOS DE 5/8"x3 Amarre con alambre No 16 Accesorio antideslizante (excepto en el tercio central) 3" 2" 5 5 grapas de 1 5/8" MALLA DE d 3/8" DE 0.5x0.5 15.19601512490954 -13.65051395872888 GRAPAS CROSBY EMPALMES ALTERNADOS LARGUEROS DE 3"x5"X4.20 -33.53501627189894 LARGUERO 3"x5"x4.2 m -33.53501627189894 5 2 CABLES DE 1 1/4" TIPO BOA 6x19 AMARRE ALAMBRE No 16 RADIO 28 cm 8 GRAPAS DE d 15/8" PENDIENTE DE TODA LA SUPERFICIE 2 CABLES PRINCIPALES DE 15/8" juntas de 2" sellada 2 TUBOS MACIZOS 3" o 2 RIEL 3 clavos de 3" 1 arriostre a cada lado de la vigueta Abrazadera platinada 1/4"x4"x24" amarre con alambre No 16 Malla tejida de alambre N°16 pernos de union 12" Tabla 2"x8"x2.00m 22.02415151881974 \A1;Proyeccion del ampalme Perno de 5/8"x3" con tuerca 22.02415151881974 20.36163600839473 22.02415151881974 20.36163600839473 20.36163600839473 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 22.02415151881974 0.0 0.0 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -156.4133033650251 -33.53501627189894 -33.53501627189894 -33.53501627189894 1.00 3x4" 3x2" 3 clavos de 3" malla tejida de alambre No 1/8" tablas unidas a largueros con larguero de 4" proyeccion del empalme 20.36163600839473 22.02415151881974 20.36163600839473 20.36163600839473 juntas de 2" selladas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22.76214429297852 22.76214429297852 25.735790782393 25.735790782393 25.735790782393 25.735790782393 25.735790782393 5 5 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.90 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.60 \A1;1.90 \A1;1 \A1;0.1 \A1;2.3 \A1;5.65 \A1;4 \A1;3.95 \A1;4.25 \A1;4.00 \A1;4.25 \A1;6.25 \A1;1.00 \A1;0.10 \A1;0.50 \A1;3.25 \A1;0.50 \A1;3.60 \A1;0.50 \A1;3.20 \A1;0.50 \A1;3.25 \A1;1.50 \A1;0.10 \A1;7.45 \A1;1.50 \A1;0.10 \A1;1.00 \A1;0.10 \A1;VARIABLE MAX=7.30 MIN=5.65 ING. ELEAZAR PALACIOS PUENTE PEATONAL FONDO NACIONAL DE COMPENSACION SOCIAL FONCODES PRESIDENCIA DE LA REPUBLICA DEPARTAMENTO: CONSULTOR: PAULLO PAULLO 1:100 DISTRITO: ESCALA: PROYECTO: CASERIO: DIBUJO: DICIEMBRE 1998 SECCIONES CAÑETE C. HUAYTAN J. LIMA PLANO: FECHA: PROVINCIA: LAMINA: 01 \A1;4.00 \A1;0.10 \A1;1.70 \A1;0.60 \A1;1.70 \A1;1.50 \A1;0.80 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;1.60 \A1;0.60 SECCION A-A ESCALA: 1:50 ESCALA: 1:50 SECCION B-B ESCALA: 1:50 SECCION C-C SECCION D-D ESCALA: 1:50 559.29 564.09 568.24 564.09 564.09 564.09 RELLENA B C D D B A A C 116.6017084009906 116.6017084009906 116.6017084009906 116.6017084009906 116.601946489988 116.601946489988 116.601946489988 116.601946489988 0.0 0.0 2.54419746976555 2.54419746976555 2.54419746976555 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 5 5 45.40750829711624 5 5 5 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 45.40750829711624 5 0.0 0.0 0.0 5 0.0 0.0 568.24 0.0 ESCALA: 1:50 SECCION A-A PLANTA CIMENTACION ESCALA: 1:50 TORRE MARGEN DERECHA 560.79 0.0 559.29 TORRE MARGEN DERECHA TORRE MARGEN IZQUIERDA 5 5 5 5 5 5 5 5 5 5 5 \A1;0.2 \A1;0.20 \A1;1.60 CARROS DE DILATACION DETALLE DE ANCLAJE, FIJACION Y AMARRE ELEVACION FRONTAL SECCION B-B SECCION A-A PLANTA - CAMARA DE ANCLAJE ESCALA: 1:50 ESCALA: 1:25 ESCALA: 1:100 ESCALA: 1:25 5 0.20 5 PIEZAS DE MADERA LONGITUD TOTAL DE FIERRO LISO PARA PENDOLAS Diametro = 1/2" f'c = 1000.00 kg/cm2 Longitud = 272 mt. No de varillas = 1000.00 kg/cm2 No de Péndolas = 72 unid. LONGITUD DE LAS PENDOLAS Y = S+( 4 X^ 2 / L^ 2 ) * (F+F') = LONGITUD TEORICA No PENDOLA No PENDOLA 1 8.02 2 8.02 3 8.02 4 8.02 5 8.02 6 8.02 7 8.02 8 8.02 9 8.02 10 8.02 11 8.02 12 8.02 13 8.02 14 8.02 15 8.02 16 8.02 17 8.02 18 8.02 19 8.02 20 8.02 X L PENDOLA L PEND+ROSCA X L PENDOLA L PEND+ROSCA 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 PLATINA ESCALA: 1:25 SECCION TRANSVERSAL ESCALA: 1:25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.00 \A1;2.00 \A1;PENDOLAS \U+2205 1/2" \A1;1.00 \A1;1/4" \A1;1/4" \A1;1/4" \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 \A1;1 1/2" \A1;4 1/2" \A1;6" \A1;1/4" \A1;1/4" \A1;1/4" \A1;3/4" \A1;1/2" \A1;1/4" \A1;1/2" \A1;1/2" \A1;1/2" \A1;3" \A1;1/2" \A1;1/2" \A1;1/2" \A1;4" \A1;1/4" \A1;1/4" \A1;1/4" \A1;5 3/4" \A1;3 1/4" \A1;1" \A1;1 3/4" \A1;3" \A1;3" \A1;4" \A1;4 1/4" \A1;10 1/4" \A1;12 1/4" \A1;3 1/2" \A1;1 1/4" \A1;4 1/4" \A1;2 1/2" \A1;0.60 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 \A1;1.80 \A1;2.40 \A1;1.06 \A1;3.00 \A1;1" \A1;2 1/2" \A1;1 1/4" \A1;2 3/4" \A1;3.00 \A1;0.20 \A1;0.60 \A1;1.19 \A1;1.21 \A1;0.13 \A1;2.00 \A1;0.15 \A1;0.75 \A1;0.60 \A1;0.65 \A1;2.00 \A1;0.13 \A1;2.00 \A1;0.17 \A1;0.09 \A1;0.17 \A1;0.09 \A1;2.52 \A1;0.10 \A1;0.10 \A1;2.07 \A1;0.15 \A1;1.94 \A1;0.06 \A1;0.06 \A1;0.991 \A1;0.041 \A1;0.991 \A1;0.041 \A1;0.050 \A1;2.250 \A1;0.250 \A1;0.150 \A1;1.950 \A1;0.150 PIEZAS DE MADERA LONGITUD TOTAL DE FIERRO LISO PARA PENDOLAS Diametro = 1/2" f'c = 1000.00 kg/cm2 Longitud = 272 mt. No de varillas = 1000.00 kg/cm2 No de Péndolas = 72 unid. LONGITUD DE LAS PENDOLAS Y = S+( 4 X^ 2 / L^ 2 ) * (F+F') = LONGITUD TEORICA No PENDOLA No PENDOLA 1 8.02 2 8.02 3 8.02 4 8.02 5 8.02 6 8.02 7 8.02 8 8.02 9 8.02 10 8.02 11 8.02 12 8.02 13 8.02 14 8.02 15 8.02 16 8.02 17 8.02 18 8.02 19 8.02 20 8.02 X L PENDOLA L PEND+ROSCA X L PENDOLA L PEND+ROSCA 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 PLATINA ESCALA: 1:25 SECCION TRANSVERSAL ESCALA: 1:50 PLANTA ESCALA: 1:50 VISTA LATERAL ESCALA: 1:50 PIEZAS DE MADERA ESCALA: 1:25 ESCALA: 1:50 DETALLE DE ABRAZADERAS EJE DE LA TORRE 5 5 5 5 5 5 PENDOLAS d 1/2" GRAPAS 3/8" \A1;VIGUETA EXTERNA \A1;MALLA GALVANIZADA \A1;ENTABLADO \A1;CABLE d 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;LARGUERO CENTRAL \A1;VIGUETA EXTERNA \A1; \A1;LARGUERO LATERAL \A1;LARGUERO LATERAL \A1;ENTABLADO \A1;PERNO DE 1/2"X16" \A1;PERNO DE 1/2"X9" PALTINA A 90° 1/4"X2" \A1;PERNO 1/2"X10" \A1;PENDOLA d 1/2" \A1;VIGUETA \A1;CABLE d 3/8" \A1;MALLA GALVANIZADA \A1;ENTABLADO \A1;LARGUERO LATERAL \A1;LARGUERO CENTRAL \A1;d P' PERNO 1/2" \A1;PLATINA a 90° 1/2"x 2" VIGUETAS 4"x6"x10" VIGUETAS EXTERNA 4"x6"x7" LARGUERO CENTRAL 4"x6"x10" LARGUERO LATERAL 4"x4"x7" ENTABLADO 2"x10"x71/2" \A1;d3/4"x1/32" \A1;d3/4"+1/32" \A1;ABRAZADERA \A1;PENDOLA EJE PLANO d3/4" \A1;PALTINA 38"x3" \A1;ABRAZADERA VIGUETA-PENDOLA \A1;AGUJERO DE CLAVO 21/2" \A1;d1/2'+1/32' PLATINA 1/2"+1 1/2" \A1;PLATINA 3/8"x3" \A1;PERNO 1/2' con T y G.R. \A1;PLATINA 1/4"x1 1/2" 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE PENDOLAS ESCALA: 1:25

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	armed, autocad, bridge, complete, concrete, DWG, full, hanging, Project, structures, wooden