Structures Of Peatonal Bridge DWG Section for AutoCAD

Structure peatonal bridgeon water course or rough – Plants – Sections

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

signature and stamp, revisions, sheet, date, scale, drawing, pedestrian bridge over ravine, indicated, design, plan:, project:, structures, cross section, handrail detail, section aa, stirrup detail, fin detail, section bb, support, detail main beam, steel flange, bronze flange, see detail, support, overlap alternative, shaft, elev. lateral, frontal elevation, axis road, filling, compacted, plant, detail, c. ciclopeo, technical specifications, coatings, section c-c, material filling, compacted loan

Raw text data extracted from CAD file:

\A1;2.00 \A1;1.00 \A1;.20 \A1;1.20 \A1;1.20 \A1;.40 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.10 \A1;.10 \A1;2.00 \A1;.20 \A1;1.00 \A1;5.00 \A1;3.8 \A1;1.20 \A1;1.00 \A1;.80 \A1;1.00 \A1;2.00 \A1;.40 \A1;2.80 \A1;.40 \A1;6.00 \A1;1.00 \A1;3.80 \A1;1.50 \A1;.25 \A1;2.00 \A1;.25 \A1;1.30 \A1;4.80 \A1;1.10 \A1;. \A1;10.00 \A1;1.20 \A1;.05 \A1;.05 \A1;.40 \A1;.40 \A1;.60 \A1;.025 \A1;.80 \A1;19.20 \A1;20.00 \A1;2.00 \A1;.05 \A1;.05 \A1;2.06 \A1;2.06 \A1;16.50 \A1;.05 \A1;.05 \A1;20.00 \A1;2.00 \A1;.05 \A1;.05 \A1;2.00 \A1;.20 \A1;VAR 3.50 @ 2.50 \A1;1.00 \A1;1.60 \A1;.25 \A1;.25 \A1;1.10 \A1;.80 \A1; VAR 4.50 @ 3.50 \A1;5.00 \A1;.20 \A1;.40 \A1;.15 \A1;.15 6.198590633666669 1.00 .20 1.20 1.20 .40 2O1/2″ 6O3/8″ 6O3/8″ 3/8″@.25 FIRMA Y SELLO REVISIONES LAMINA FECHA E-1 ESCALA DIBUJO PUENTE PEATONAL SOBRE QUEBRADA INDICADA DISENO PLANO : PROYECTO : ESTRUCTURAS SECCION TRANSVERSAL DETALLE DE PASAMANO .30 .30 .30 .15 .10 .10 2.00 .20 TUBOO4″ TUBOO2″ TUBOO4″ TUBOO2″ TUBOO2″ ANCLAJES O1/2″ ESC 1:25 ESC 1:25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ESC 1:30 SECCION A-A 3.141486233323576 3.141486233323576 3.141486233323576 3.141486233323576 3.141486233323576 3.141486233323576 6.618970400280432 3.141486233323576 DETALLE DE ESTRIBO ESC 1:75 DETALLE DE ALETA SECCION B-B L C APOYO 1.10 . 10 3/8″@.15 3/8″@.30 L C 10.00 1.20 .05 .05 ESC 1:25 DETALLE VIGA PRINCIPAL 2O1″ 6O1″ .40 .40 .60 .025 O3/8″@.25 6O1/2″ 3/8″@.20 .80 BRIDA DE ACERO BRIDA DE BRONCE VER DETALLE DE APOYO 9.00 5.70 5.70 9.00 1.20 1.20 1.20 4.60 4.60 1.20 1.20 6.00 1.20 ALTERNATIVA DE TRASLAPE EJE 19.20 20.00 2.00 .05 .05 45° 2.06 2.06 16.50 .05 0.0 20.00 NIV.+1129.50 NIV.+1128.30 NIV.+1123.50 NIV.+1124.57 ELEV. LATERAL ESC 1:50 1.620596094039911 1.620596094039911 1.620596094039911 2% ELEVACION FRONTAL ESC 1:50 EJE CAMINO 2.00 RELLENO COMPACTADO PLANTA ESC 1:50 A A B B NIV.+94.00 NIV.+1129.50 .20 CORTE 1-1 \A1;. 1 1 4.50 6.90 PL. 1/16″ PL.1/4″x400x600 DETALLE DE APOYO ESC. 1/20 1:8+30%P.M. C. CICLOPEO 1:6+25%P.M. C. CICLOPEO C. CICLOPEO 1:6+25%P.M. 1:8+30%P.M. C. CICLOPEO ESPECIFICACIONES TECNICAS C° LOSA Y VIGAS f’c = 350kg/cm2 C° VEREDAS f’c = 210kg/cm2 ACERO CORRUGADO = 4200kg/cm2 wt = 4.0kg/cm2 (VERIFICAR EN OBRA) RECUBRIMIENTOS ZAPATAS Y CIMIENTOS = 10cm LOSA ALIGERADA = 2cm VIGAS Y MUROS = 4cm SECCION C-C DETALLE DE ALETA VAR 4.50 @ 3.50 VAR 3.50 @ 2.50 1:8+30%P.M. ESC 1:75 1.60 1.10 1.00 .25 C. CICLOPEO .25 C. CICLOPEO 1:6+25%P.M. .80 -7.033966172774683 C C .20 2O1/2″ 8Ø1″ -0.1000000005439858 4Ø1″ 8Ø1″ 4Ø1″ .15 -0.0000000001230944 4O1″ 2O1/2″ 2O1/2″ RELLENO MATERIAL DE PRESTAMO COMPACTADO