Gangplank DWG Block for AutoCAD

Hanging gangplank for pipes 10 of light

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

tensor, arrow, Min., Max., variable, Top detail, Main cable, thread, of the tower, unscaled, tower, welding, couplet, High steel, resistance, soldier, plug, variable, of the tower, unscaled, Fg tower, variable, Top detail, Main cable, variable, Tee fg, resistance, High steel, Imp. Genesis la paz, do not., quantity, description, Of the pipe, diameter, Tight wire, Suspension cable, Suspension cable, Suspension guard, Mordanza suspension, Modified clamp, Tensioner guard, Tensioning clamp, tensor, padlock, chain, Pvc pipe, diameter, of the, pipeline, tower, Foundation, anchorage, diameter, of the tower, Of the cable, Notes, tensor, of the tower, Foundation, pipeline, of the, diameter, diameter, tower, Of the cable, anchorage, ground, pending, Suspension bridge lift, Sloping terrain case, jaw, Broken step m., Bolivian republic, date, Type plane, scale, Department:, municipality:, of the, Plan, Anchor case for, arrow, cable, Long, of the, Pipe fg, scale, cable, Tensioner detail, Pvc pipe, Anchor detail, High steel, resistance, Anchor cover, Single concrete for, cable, jaw, padlock, Jaws, padlock, Jaws, Tensor faith, chain, Guardrail, chain, jaw, Suspension detail, Suspension cable, Jaws, Of steel, Main cable, Guardrail, Suspension tie, cable, Pvc pipes, Jaws, cable, unscaled, tensor, jaw, resistance, High steel, High strength steel, flat land, Sloping ground, tensor, variable, of the tower, unscaled, Fg tower, variable, Top detail, Main cable, variable, Tee fg, resistance, High steel, Indicated, Maximum permissible height difference between anchorages: the activity does not include adduction piping or accessories., Two shifter stone, Tables for the selection of dimensions, Flat ground case

Raw text data extracted from CAD file:

TENSOR -28.35904987759051 -28.35904987759051 -28.35904987759051 -28.35904987759051 2 FLECHA 3 -28.35904987759051 -28.35904987759051 -28.35904987759051 3 MIN. 0.20 m MAX. 0.30 m -28.35904987759051 1 \A1;10.00 \A1;2.50 \A1;2.00 \A1;2.50 \A1;2.00 \A1;2.00 \A1;2.50 \A1;2.50 d variable DETALLE DEL TOPE Cable principal Rosca DE LA TORRE Sin escala Torre Soldadura Copla Acero de alta resistencia d 5/8″ soldado Tapón d variable DE LA TORRE Sin escala Torre FG ø variable DETALLE DEL TOPE Cable principal ø variable ø variable Tee FG resistencia ø 5/8″ Acero de alta \A1;27.53 -4.27240281973258 \A1;2.00 \A1;2.00 Imp. Génesis 323303 – La Paz – \C0;26 \C0;37 1 1 No. CANTIDAD DESCRIPCION DE LA TUBERIA DIAMETRO Cable tirante 2 2 Cable de suspensión 3 1 Cable de suspensión 4 3 Guardacable suspensión ø 5 6 Mordanza suspensión 6 3 Mordaza modificada 7 Guardacable tensor 8 2 Mordaza tensor 9 1 Tensor 7/8″ 10 1 Candado 11 1 Cadena L = 1m 12 Tubería PVC L = 1.5m 2″-4″ 6″-8″ DIAMETRO DE LA TUBERIA TORRE FUNDACION ANCLAJE DIAMETRO DE LA TORRE DEL CABLE a b c d e f 0.30 0.45 3/4″ 2″ 2″-4″ 6″-8″ ø NOTAS Tensor DE LA TORRE FUNDACION TUBERIA DE LA DIAMETRO 6″-8″ 1″ 2″-4″ 3/4″ ø 0.45 a 0.30 b DIAMETRO TORRE 0.40 0.50 c 0.30 d 0.90 DEL CABLE f e ANCLAJE TERRENO PENDIENTE i=10° 0.50 1.25 0.30 0.60 1.00 1.00 0.50 0.90 0.50 1.25 0.50 1.25 0.60 1.30 0.60 1.30 0.60 1.30 H=0.18 i=15° H=0.27 i=20° H=0.36 i=30° H=0.58 i=40° H=0.84 i=45° H=1.00 i=50° H=1.19 i=60° H=1.73 ELEVACION PUENTE COLGANTE Caso 2 – TERRENO INCLINADO Mordaza Mordaza PASO QUEBRADA L = 10 M. REPUBLICA DE BOLIVIA FECHA PLANO TIPO ESCALA DEPARTAMENTO: MUNICIPIO: (NOMBRE DEL PROYECTO) N° DE PLANO Caso 2: ANCLAJE PARA Caso 1: ANCLAJE PARA 0.40 0.55 0.90 1.25 0.60 1.25 FLECHA 0.30 0.10 0.45 0.35 17.00 CABLE LONG. DEL m m m m m m Tubería FG ø Tubería FG ø Escala 1:50 Cable DETALLE DEL TENSOR Tubería PVC ø 2 1/2″ 12 DETALLE DEL ANCLAJE Acero de alta resistencia ø 1″ recubrimiento anclaje Hormigón simple para Cable Mordaza 8 Candado 10 Mordazas Candado 10 Mordazas Tensor Fe 9 ø 7/8″ Cadena 11 Guardacable 7 Cadena 11 Mordaza 8 DETALLE DE LA SUSPENSION Cable de suspensión Mordazas 5 de acero de 2 a 3 Cable principal 1 Guardacable 4 Amarre de la suspensión 6 Cable Tuberías PVC ø 2 1/2″ 12 Mordazas Cable 3/4″ 3/4″-1 1/2″ 0.50 0.25 0.20 0.20 0.20 0.80 3/4″ 3/4″-1 1/2″ 0.80 0.20 0.25 0.20 0.50 0.90 6″-8″ 2″-4″ 6″-8″ 2″-4″ 6″-8″ 2″-4″ 6″-8″ 2″-4″ 6″-8″ 2″-4″ 6″-8″ 2″-4″ 6″-8″ 2″-4″ 3/4″-1 1/2″ 1.25 0.90 0.90 1.00 1.00 1.00 0.40 1.00 0.45 0.30 0.20 0.70 0.50 0.35 0.70 0.90 0.50 0.80 0.60 0.45 0.80 1.00 0.60 1.00 0.80 0.60 0.80 1.00 0.60 1.00 0.80 0.60 3/4″-1 1/2″ 1/4″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ 3/8″ Sin escala Sin escala Sin escala Sin escala Sin escala Tensor Mordaza Mordaza resistencia ø 1″ Acero de alta Acero de alta resistencia ø 1″ TERRENO PLANO TERRENO INCLINADO 0.80 0.80 0.45 0.45 0.40 0.40 3/4″-1 1/2″ 3/4″-1 1/2″ 3/4″-1 1/2″ 3/4″-1 1/2″ 3/4″-1 1/2″ 3/4″-1 1/2″ 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1″ 3/4″ 3/4″ 1″ 3/4″ 3/4″ 1″ 3/4″ 3/4″ 1″ 3/4″ 3/4″ 1″ 3/4″ 3/4″ 1″ 3/4″ 3/4″ 1″ 3/4″ 3/4″ 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.45 0.20 0.30 0.30 0.45 0.20 0.30 0.45 0.20 0.20 0.45 0.30 0.30 0.45 0.20 0.30 0.45 0.45 0.20 0.30 0.50 0.30 0.20 0.50 0.30 0.20 0.50 0.30 0.20 0.50 0.30 0.20 0.50 0.30 0.20 0.70 0.50 0.40 3/8″ 3/8″ 1/4″ 1/4″ 1/4″ 1/4″ 1/4″ 1/4″ 1/4″ Tensor 2 3 2 1 \A1;0.15 \A1;f \A1;e \A1;d \A1;2.00 \A1;d \A1;a \A1;c \A1;b \A1;b \A1;e \A1;c \A1;b \A1;a \A1;f \A1;H 1.00 \A1;10.00 2.50 2.50 2.50 2.00 \A1;2.00 2 ø 2.0 2.0 Variable \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 2 i 2.50 DE LA TORRE Sin escala Torre FG ø variable DETALLE DEL TOPE Cable principal ø variable ø variable Tee FG resistencia ø 5/8″ Acero de alta INDICADA 1) Desnivel máximo permitido entre anclajes: 1.00m. 2) La actividad no incluye la tubería de aducción o red de distribución, ni accesorios. \A1;H°C° Dos 1:3:3 50% piedra desplazadora \A1;H°C° Dos 1:3:3 50% piedra desplazadora 2.00 2.00 TABLAS PARA LA SELECCION DE DIMENSIONES Caso 1 – TERRENO PLANO \C0;27 \C0;38 \C0;38 \C0;38 \C0;38