Axis Support DWG Full Project for AutoCAD

SUPPORT THAT IT ALLOWS ANCHOR AXIS IN ASTRUCTURE AT GRADE CONSTRUCTIVE.IN OTHER WARDS IS A MEGA PROJECT DESIGNED TO PREVENT WILL OVERLAP WHEN THE STRUCTURE IS SUBJECT TO A CHARGE .

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

size, length, depth, data, hole, nominal dimension, tolerance, upper deviation, lower deviation, maximum diameter, minimum diameter, part, dib: jocsan altamar, rev: ing. ricardo c., base, column, side plate, support plate, lower plate, nerve, top plate, plate, hub, foot friends, asparagus, tip

Raw text data extracted from CAD file:

Tamaño Longitud ° (#) Profundidad Tamaño Longitud ° (#) Profundidad 600 220 680 170 315 20 875 365 315 20 220 80 12 396 198 375 187,5 105 60 14 MA 195 110 150 40 252 26 25 668 12 30° 60° 252 10 MA 200 200 100 100 \S1/4; gas \A1;\S135.000^ 135.040; 600 450 310 600 65 235 250 14 25 25 175 102 10,38 10 16 17 190 DATOS DEL AJUSTE (135H7) DATOS AGUJERO Dimencion nominal d135.000 mm Tolerancia +0.040 mm Desviacion superior +0.040 mm Desviacion inferior 0 Diametro maximo d135.040 mm Diametro minimo d135.000 mm Pieza \W6.28866; Nombre Dib: Jocsan Altamar \W2.29897; Nota \W0.69974; Escala \W0.46907; Cant \W9.57603; Descripcion \W0.28866; Codigo Rev: Ing. Ricardo C. Fecha: 31-05-2012 \W2.08763; UNIVERSIDAD AUTONOMA DEL CARIBE \W8.18492; UAC \W8.49034; SOPORTE PARA FIJACION DE EJES \W1.97423; Peso \W0.25853; Material \W3.38273; 1 \W3.39433; 2 \W3.41108; 3 \W3.45103; 4 \W3.35696; 5 \W3.34021; 6 \W3.22165; 7 \W3.36211; 8 \W3.39820; 9 \W2.22809; 10 \W2.38273; 11 Base Columna Placa lateral Placa soporte Placa inferior Nervio Placa superior Placa Cubo Pie friends Esparrago \W3.38273; 1 \W3.39433; 2 \W3.39433; 2 \W3.39433; 2 \W3.39433; 2 \W3.39433; 2 \W3.39433; 2 \W3.38273; 1 \W3.38273; 1 \W3.45103; 4 \W3.45103; 4 PL 25 x 600 x 600 d14 x 105 \W2.15673; Acero PL 12 x 380 x 875 PL 12 x 600 x 680 PL 12 x 80 x 658 PL 25 x 195 x 252 PL 25 x 195 x 150 PL 25 x 195 x 252 PL 12 x 400 x 375 PL 200x 200 x 252 PL 12 x 70 x 115 \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero \W2.15673; Acero 5 5 \W3.32603; 1:5 \W3.19459; Ind. \W1.96928; 70,65 kg \W2.08913; 31,32 kg \W2.08139; 26,26 kg \W2.10588; 4,960 kg \W2.06593; 9,640 kg \W2.06335; 5,740 kg \W2.06593; 9,640 kg \W1.92160; 14,13 kg \W2.06335; 51.43 kg \W2.05949; 0,380 kg \W2.05949; 0.130 kg 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> MA 5 5 5 5 5 5 5 668 5 5 10 MA 5 5 5 5 \S1/4; gas \S135.000^ 135.040; 5 5 5 5 5 5 5 5 5 5 5 \W2.16936; Pieza 2 \W0.83431; esc 1:7.5 \W2.31756; Pieza 1 \W0.83431; esc 1:7.5 \W2.17838; Pieza 3 \W0.83431; esc 1:7.5 \W2.16421; Pieza 8 \W2.33431; esc 1:5 \W2.18869; Pieza 9 \W2.33431; esc 1:5 \W2.10879; Pieza 7 \W0.83431; esc 1:7.5 \W1.31756; Pieza 11 \W2.35364; esc 1:2 \W2.20158; Pieza 4 \W2.50183; esc 1:1 5 5 5 5 5 5 TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP TIP 9 8 2 11 1 3 2 5 6 4 7 10 \W0.86883; Volumen del solido \W0.86883; fuera de escala NOTA: \W0.56125; · el peso total aproximado de la estructura es \W0.56125; 327.51 kg \W0.56125; · medidas en milimetro (mm)