Pedestrian Bridge DWG Block for AutoCAD

Pedestrian Bridge

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

foundation, bridge axis, implantation, bridge elevation, armed in shoe, reinforced in wall, under reinforced detail of the bridge, reinforced detail of the bridge, support detail of the bridge, support detail of the planks, detail of drains, material of gravel to filter the water, sheet, structural calculation, owner, location, the size prevails on the scale everything will be revised in work, scale, date, revisions and changes, note :, contains, indicated, project, pedestrian bridge type, digitalization :, elevation implementation details sheet of profiles sheet of irons, summary of rods :, notes :, total, used in the design, kg., marks type :, – cylindrical resistance, technical specifications :, – steel of natural hardness, conditions of the foundations are, – because they are a standard design, the castings are at least the bearing capacity and the height of the work that the values ​​of the ca-, assumed, must be verified in, foundations, details of armed Support details cuts

Raw text data extracted from CAD file:

\A1;2.00 \A1;1.19 \A1;1.50 \A1;2.00 \A1;2.56 \A1;1.94 \A1;1.50 \A1;0.20 \A1;2.60 \A1;1.19 \A1;1.50 \A1;0.60 \A1;0.30 \A1;2.56 \A1;1.94 \A1;2.56 \A1;2.00 \A1;2.00 \A1;2.56 \A1;2.60 \A1;1.19 \A1;1.19 \A1;2.40 \A1;0.60 \A1;0.20 \A1;2.00 \A1;0.30 \A1;1.50 \A1;0.20 \A1;0.30 \A1;1.50 \A1;0.35 \A1;3.96 ESCALA 1——50 CIMENTACION EJE DEL PUENTE -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 -111.826274957794 IMPLANTACION ESCALA 1—50 \A1;16.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 ALZADO DE PUENTE ESCALA 1—50 N+0.00 , NIVEL DE LECHO DEL ESTERO N+1.57 , NIVEL DE MAX CRECIENTE N+2.67 , NIVEL DE TERRENO NATURAL N+3.56 , NIVEL DE PASO PEATONAL -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 -58.60555494170092 1 1 2 2 -96.32773540508944 -96.32773540508944 -96.32773540508944 -96.32773540508944 -96.32773540508944 -96.32773540508944 -96.32773540508944 -96.32773540508944 19 d 14 mm , MC 10 , L=6.66 mt 3 d 14 mm , MC 11 , L=2.34 mt 1 d 14 mm , MC 12 , L=0.86 mt 16 d 14 mm , MC 13 , L=1.85 mt 18 d 14 mm , MC 15 , L=2.25 mt 10 d 14 mm , MC 14 , L=1.66 mt ARMADO EN ZAPATA ESCALA 1—50 \A1;0.35 \A1;6.52 \A1;3.62 \A1;0.68 \A1;0.20 \A1;1.40 \A1;0.20 \A1;2.00 \A1;2.00 LC -85.9605114359509 -85.9605114359509 -85.9605114359509 -85.9605114359509 -85.9605114359509 -85.9605114359509 -85.9605114359509 -85.9605114359509 -85.9605114359509 30 d 8 mm , MC 18 , L=3.10 mt 12 d 14 mm , MC 19 , L=4.90 mt 26 d 14 mm , MC 18 , L=6.67 mt ARMADO EN MURO ESCALA 1—50 CORTE 1-1 ESCALA 1—50 N+0.00 N+0.35 N+4.65 -102.9206182199414 -102.9206182199414 -102.9206182199414 N+1.07 6 d 14 mm , MC 16 , L=5.5 mt 6 d 14 mm , MC 17 , L=5.25 mt -102.9206182199414 -102.9206182199414 CORTE 2-2 ESCALA 1—50 -102.7447507216097 -102.7447507216097 -102.7447507216097 -102.7447507216097 N+0.00 N+0.35 -102.7447507216097 -102.7447507216097 12 d 14 mm , MC 19 , L=4.90 mt \A1;2.00 \A1;1.31 \A1;1.31 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 2 3 4 5 6 7 8 9 1 10 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 -49.27815614647147 DETALLE ARMADO DE ARMADURAS EJE 1 , 2 ESCALA 1—25 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;1.21 \A1;16.61 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.31 \A1;1.31 DETALLE ARMADO INFERIOR DEL PUENTE ESCALA 1—25 2 3 4 5 6 7 8 9 A B -45.16193411169206 -45.16193411169206 -45.16193411169206 -45.16193411169206 -45.16193411169206 -45.16193411169206 -45.16193411169206 -45.16193411169206 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 -45.16193411169206 1 -45.16193411169206 -45.16193411169206 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 10 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.21 \A1;14.00 DETALLE ARMADO SUPERIOR DEL PUENTE ESCALA 1—25 2 3 4 5 6 7 8 9 A B -45.84272909283359 -45.84272909283359 -45.84272909283359 -45.84272909283359 -45.84272909283359 -45.84272909283359 -45.84272909283359 -45.84272909283359 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 -45.84272909283359 \A1;2.00 \A1;1.20 -48.42693634351946 -48.42693634351946 DETALLE DE APOYO DEL PUENTE ESCALA 1—25 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TABLON DE CAOBA e=2 \S1/2;\H1.4286x;” DE APOYO EN ESTRIBOS \A1;TABLON DE DORMILON e=2 \S1/2;\H1.4286x;” PARA RODADURA \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;1.20 \A1;2.00 1.199999999999998 2.0 DETALLE DE APOYO DE LOS TABLONES ESCALA 1—25 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TABLON DE CAOBA e=2 \S1/2;\H1.4286x;” DE APOYO EN ESTRIBOS \A1;TABLON DE DORMILON e=2 \S1/2;\H1.4286x;” PARA RODADURA \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;TUBO ACERO e= 3 \S1/2;\H1.4286x;” , CEDULA 100 \A1;ANGULO 60X60X5 , CON PERNO d=10 MM , PARA SUJECION \A1;ANGULO 60X60X5 , CON PERNO d=10 MM , PARA SUJECION \A1;0.35 \A1;6.52 \A1;3.62 \A1;0.20 \A1;1.40 \A1;0.20 \A1;2.00 \A1;2.00 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.40 \A1;0.60 \A1;0.20 \A1;0.30 \A1;1.50 LC -86.02171551919449 -86.02171551919449 -86.02171551919449 -86.02171551919449 -86.02171551919449 -86.02171551919449 -86.02171551919449 -86.02171551919449 DETALLE DE DRENES ESCALA 1—50 MECHINALES PARA DRENAJE d=4″ MECHINALES PARA DRENAJE d=4″ MECHINALES PARA DRENAJE d=4″ -86.02171551919449 -86.02171551919449 -86.02171551919449 -86.02171551919449 MECHINALES PARA DRENAJE d=4″ DETALLE DE DRENES ESCALA 1—50 N+0.00 N+0.35 N+4.65 -87.16426667243468 -87.16426667243468 -87.16426667243468 N+1.07 MATERIAL DE GRAVA PARA FILTRAR LAS AGUAS DRENES PARA ESTRIBOS d=4″ -87.16426667243468 -87.16426667243468 LÁMINA CALCULO ESTRUCTURAL PROPIETARIO UBICACION El dimencionamiento prevalece sobre la escala todo será revisado en obra ESCALA FECHA REVISIONES Y CAMBIOS NOTA: CONTIENE INDICADAS E-01 PROYECTO PUENTE PEATONAL TIPO DIGITALIZACION: IMPLANTACION ALZADO DETALLES PLANILLA DE PERFILES PLANILLA DE HIERROS RESUMEN DE VARILLAS: a NOTAS: 16869.38 TOTAL 0.888 12 16 UTILIZADOS EN EL DISEÑO a c b a 372.88 632.00 0.59 10 Kgr./m m Kg. d 2031.82 5143.84 0.395 8 MARCAS TIPO: – Resistencia cilíndrica a b a g b b ESPECIFICACIONES TECNICAS: Límite de fluencia Fy = 4200 kgr./cm2 Del hormigón F´c = 210 kgr./cm2 – Fatiga del suelo s = 1.5 kgr./cm2 – Acero de dureza natural (INEN CEC 8 – 79) 14464.68 TIPO “O” TIPO “L” TIPO “J” TIPO “Z” CONDICIONES DE LA CIMENTACION SON – POR SER UN DISEÑO ESTANDAR LAS FUNDICIÓN SEAN AL MENOS LOS PACIDAD PORTANTE s Y LA COTA DE OBRA QUE LOS VALORES DE LA CA- ASUMIDAS, DEBERÁ VERIFICARSE EN TIPO “I” 16289.06 a c b LÁMINA CALCULO ESTRUCTURAL PROPIETARIO UBICACION El dimencionamiento prevalece sobre la escala todo será revisado en obra ESCALA FECHA REVISIONES Y CAMBIOS NOTA: CONTIENE INDICADAS E-02 PROYECTO PUENTE PEATONAL TIPO DIGITALIZACION: CIMENTACION DETALLES DE ARMADO DETALLES DE APOYO CORTES