Pedestrian Bridge In Arch DWG Plan for AutoCAD

Structure Plan arched pedestrian bridge slab beam, bracket

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

east, north, pedestrian walkway :, miraflores – copacabana village, progressive, elevation, beam height, platform, planimetry, longitudinal profile, san andres major university, engineering faculty, civil engineering, bridges, project :, note :, pedestrian: miraflores-v.copacabana, reviewed by :, ing. Adolfo Castro, designer: Univ. Alejandro Mauro Reyes Ayaviri, Univ. Hernan Fabio Condori Castillo, Univ. maria eugenia poma alvarez, scale:, indicated, date :, notes :, – measurements in meters., beam, iron sheet, number, pos., weight, bending scheme, positive reinforcement, negative reinforcement, anchoring of faith, anchorage faith, faith pipe, painted enamel, faith handrail, balustrade type, superstructure, river, orkojahuira, street, martinez, lara, costanera, cortez, loup, avenue, area in study, paraguay

Raw text data extracted from CAD file:

\A1;2.00 \A1;6.93 \A1;1.52 \A1;8.09 \A1;2.00 \A1;2.00 \A1;8.04 \A1;4.25 \A1;5.45 \A1;2.88 \A1;3.29 \A1;1.84 \A1;1.45 \A1;1.90 \A1;3.34 \A1;1.83 \A1;1.90 \A1;2.06 \A1;0.78 \A1;15.00 \A1;15.00 \A1;15.00 \A1;3.90 \A1;3.85 \A1;9.87 \A1;10.01 \A1;8.14 \A1;9.87 \A1;5.46 \A1;2.59 \A1;5.17 A V ER N U I I S S TA P MA JO R DI R E AE AN D VI E N C C I S Detalle 1 Detalle 2 Escala 1:25 1001 EL=3613.53 1002 EL=3613.64 1003 EL=3612.38 1005 EL=3612.50 1006 EL=3612.32 1007 EL=3613.36 1008 EL=3609.41 1009 EL=3610.81 1010 EL=3609.71 1011 EL=3607.97 1012 EL=3608.97 1013 EL=3607.86 1014 EL=3608.48 1015 EL=3607.84 1016 EL=3607.97 1017 EL=3606.98 1019 EL=3607.06 1023 EL=3607.15 1024 EL=3607.50 1025 EL=3607.85 1026 EL=3607.78 1027 EL=3607.71 1028 EL=3608.00 1029 EL=3608.47 1030 EL=3607.80 1031 EL=3608.13 1033 EL=3608.36 1036 EL=3609.39 1039 EL=3608.72 1040 EL=3608.65 1042 EL=3608.30 1043 EL=3608.71 1044 EL=3609.97 1045 EL=3608.82 1046 EL=3610.03 1047 EL=3608.73 1048 EL=3610.14 1049 EL=3608.72 1050 EL=3611.31 1051 EL=3608.18 1052 EL=3611.36 1053 EL=3609.54 1054 EL=3611.35 1055 EL=3607.46 1056 EL=3611.41 1058 EL=3612.50 1059 EL=3612.53 1060 EL=3610.18 1061 EL=3612.64 1063 EL=3612.58 1064 EL=3612.09 1065 EL=3613.68 1067 EL=3613.68 1068 EL=3613.80 1069 EL=3613.85 1071 EL=3614.86 1072 EL=3608.53 1075 EL=3622.42 1079 EL=3620.99 1080 EL=3620.07 1082 EL=3617.54 1084 EL=3619.67 3610 3611 3612 3613 3614 3615 3616 3617 3618 3619 3620 ESTE NORTE 593982.00 593997.00 594012.00 594027.00 594042.00 593967.00 8176345.00 8176360.00 8176370.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PASARELA PEATONAL: MIRAFLORES – VILLA COPACABANA Escala Horizontal: 1:1000 5 5 5 5 5 5 5 5 5 5 5 5 PROGRESIVA 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+40 0+45 0+50 0+55 0+60 3604 3606 3608 3610 3612 3614 3616 3618 COTA COTA VIGA COTA PLATAFORMA 3611.70 3612.26 3612.90 3613.26 3612.45 3613.45 3614.28 3615.28 3614.28 3615.28 3612.45 3613.45 3613.30 3613.50 PASARELA PEATONAL: MIRAFLORES – VILLA COPACABANA Escala Horizontal: 1:1000 Escala Vertical: 1:100 PLANIMETRIA PERFIL LONGITUDINAL UNIVERSIDAD MAYOR DE SAN ANDRES FACULTAD DE INGENIERIA INGENIERIA CIVIL PUENTES CIV – 312 PROYECTO: NOTA: PEATONAL: MIRAFLORES-V.COPACABANA Revisado por: Ing. Adolfo Castro Proyectista: Univ. Alejandro Mauro Reyes Ayaviri Univ. Hernan Fabio Condori Castillo Univ. Maria Eugenia Poma Alvarez Escala: Indicada Fecha: 21 Abril 2010 UNIVERSIDAD MAYOR DE SAN ANDRES FACULTAD DE INGENIERIA INGENIERIA CIVIL PUENTES CIV – 312 PROYECTO: NOTA: PEATONAL: MIRAFLORES-V.COPACABANA Revisado por: Ing. Adolfo Castro Proyectista: Univ. Alejandro Mauro Reyes Ayaviri Univ. Hernan Fabio Condori Castillo Univ. Maria Eugenia Poma Alvarez Escala: Indicada Fecha: 21 Abril 2010 Pos 1 7f\fTimes New Roman|b0|i0|c0|p18;20 c/13 Pos 2 32 Ef\fTimes New Roman|b0|i0|c0|p18;8 c/41 L/2= 7,5 m d=0,96 7f \fTimes New Roman|b0|i0|c0|p18;20 c/13 b= 2.0 m 1.0 m L/2= 7,5 m Pos 3 f\fTimes New Roman|b0|i0|c0|p18;10 Pos 4 4 f\fTimes New Roman|b0|i0|c0|p18;10 Pos 5 2 f\fTimes New Roman|b0|i0|c0|p18;10 \LSECCION – TRAMO \LSECCION – APOYO 7 f\fTimes New Roman|b0|i0|c0|p18; 20 c/45 h=1.0 m Pos 1 7f\fTimes New Roman|b0|i0|c0|p18;20 c/13 Pos 2 32 Ef\fTimes New Roman|b0|i0|c0|p18;8 c/41 Pos 4 4 f\fTimes New Roman|b0|i0|c0|p18;10 Pos 5 2 f\fTimes New Roman|b0|i0|c0|p18;10 Pos 6 f\fTimes New Roman|b0|i0|c0|p18;10 Pos 2 32 Ef\fTimes New Roman|b0|i0|c0|p18;8 c/41 7 f\fTimes New Roman|b0|i0|c0|p18; 20 c/45 7 f\fTimes New Roman|b0|i0|c0|p18; 20 c/45 f\fTimes New Roman|b0|i0|c0|p18; 8 f\fTimes New Roman|b0|i0|c0|p18; 8 NOTAS: – Acero Estructural con resistencia de fluencia fyk 420 MPa – Medidas en metros. – Carga móvil: Petona : 4.07 KN/m2 – Diseño de acuerdo a especificaciones para puentes AASHTO 96 – Resistencia caracteristica del Hormigón f’ck 25 MPa. – Recubrimiento Rmin = 3 cm V I G A PLANILLA DE FIERROS [Kg] [m] Numero [mm] Pos. Peso Long. c/u Ø ESQUEMA DE DOBLADO 1 2 3 4 5 6 7 623.003 PESO TOTAL [Kg] = 20 20 10 10 10 10 8 7 32 2 4 32 32 7 14.94 7.00 2.02 14.94 14.94 2.06 3.32 91.74 306.91 349.44 318.50 84.10 255.99 8.81 0,94 m 0,24 m 6 f = \fTimes New Roman|b0|i0|c0|p18;0.48 m 14.94 m 0,6 m 0,11 m 0,94 m 12 f = \fTimes New Roman|b0|i0|c0|p18;0.12 m 14.94 m 14.94 m 1,94 m 0,04 m Pos 4 4 f\fTimes New Roman|b0|i0|c0|p18;10 Armadura Positiva Armadura Negativa \LPERFIL DE LA SECCION Escala 1:25 \LPLANTA DE LA SECCION Escala 1:25 Escala 1:20 Escala 1:20 \W4.86712; \fTimes New Roman|b1|i0|c0|p18;\LDETALLE DE CONEXION DE LAS Escala 1:25 \LPLANTA \LPLANTA \LPERFIL Detalle 1 Detalle 2 Detalle 2 Detalle 1 Anclaje de Fe d1/8″ 0,25 0,2 0,2 0,25 0,9 PL 2″ x 2″ x 1/16″ Anclaje Fe f 1/8 ” Tubo Fe f 30 mm pintado al esmalte Pasamanos Fe f 50 mm pintado al esmalte Escala 1:15 BARANDADO TIPO \W9.49420; \fTimes New Roman|b1|i0|c0|p18;\LENVOLVENTE DE d=0.96 m d=0.96 m 171.24 KN-m 171.24 KN-m Escala 1:200 PASARELA PEATONAL: MIRAFLORES – VILLA COPACABANA SUPERESTRUCTURA RIO ORKOJAHUIRA CALLE MARTINEZ LARA CALLE MARTINEZ LARA COSTANERA CALLE CORTEZ CALLE LOUP AVENIDA AREA EN ESTUDIO CALLE PARAGUAY