Detail Of Bridges DWG Detail for AutoCAD

DETAIL OF BRIDGES.

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

top view of board, elevation, pendola axis, bridge axis, board, deck, see detail, fixed supports, indicated, drawn plane, scale: date, gladys pictures, beam rigidity-board i, suspension bridge, plane :, drawing :, design :, revision :, lamina :, eddy muñoz holes

Raw text data extracted from CAD file:

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\A1;67 \A1;67 \A1;60 ARRIOSTRE PAÑO 12-10-8-6-4-2 C L L C C L 26 23 24 25 21 22 19 20 15 14 17 16 18 11 9 10 7 8 13 12 3 2 5 4 6 0 24′ 25′ ESC. 1/25 %%VISTA INFERIOR DE TABLERO ESC. 1/25 VISTA SUPERIOR DE TABLERO ELEVACION ESC. 1/25 A A 1 DETALLE 1 : UNION ENTRE LARGUEROS DETALLE 1A : UNION VIGUETA – LARGUERO DETALLE 3: TRASLAPE DE ARRIOSTRES 75 5 0.0 52 98 100 5 98 52 5 5 5 5 5 5 5 5 4 pernos d1/2″ 1 1 3 3 2 2 4 4 2000 2150 2300 135 2650 EJE DE PENDOLA EJE DE PENDOLA 1600 1600 3200 1075 50 5 EJE DE PUENTE EJE DE PENDOLA EJE DE PENDOLA TABLERO 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DIAGONAL SIMPLE(150×50) BRIDA INFERIOR DOBLE(150×50)x2 BRIDA SUPERIOR DOBLE(150×50)x2 EJE DE PENDOLA 9 5 EJE DE PUENTE TORRES(Apoyo Fijo) 5 ENTABLADO 4cm. PUNTAL (125×75) 5 5 5 5 5 5 BRIDA SUPERIOR DOBLE(150×50)x2 DIAGONAL SIMPLE(150×50) PUNTAL (125×75) ENTABLADO 1250 1250 1250 1250 1250 BRIDA INFERIOR DOBLE(150×50)x2 DIAGONAL SIMPLE(150×50) PUNTAL (125×75) ENTABLADO VIGUETA (175×125) 1250 5 5 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 4 pernos d1/2″ 6 pernos d5/8″ 620 5 5 5 5 5 5 5 5 5 200 6 pernos d5/8″ 620 5 5 5 5 5 5 5 5 5 200 5 5 5 5 5 5 5 200 5 5 7 pernos d5/8″ 5 5 5 75 5 5 5 5 5 5 5 5 200 5 5 7 pernos d5/8″ 5 5 75 5 5 5 5 5 5 5 5 200 5 5 7 pernos d5/8″ 5 5 5 75 5 6 pernos d5/8″ 620 5 5 5 5 5 5 5 5 5 200 5 5 5 5 5 5 5 5 50 5 5 5 DETALLE 2: UNION ARRIOSTRE – VIGUETA 5 75 5 200 5 5 5 5 5 5 5 5 5 5 PERNO 3/8″ PERNO 3/8″ PERNO 3/8″ PERNO 3/8″ TACO .175x.10x.125 TACO .175x.10x.125 200 5 5 5 5 5 5 5 5 5 620 6 pernos d5/8″ ENTABLADO 4cm. 5 5 5 5 5 4 pernos d1/2″ 300 55 5 85 5 92 54 104 5 5 5 5 5 5 5 5 5 44 125 55 44 5 5 5 5 5 67 5 5 5 5 5 5 5 131 100 100 131 69 5 5 5 5 69 5 75 DIAGONAL SIMPLE(150×50) 5 5 4 pernos d1/2″ 4 pernos d1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100 131 5 5 5 100 69 131 69 5 67 67 5 5 5 5 60 5 69 150 5 81 150 -0.0722739463570861 0.0 5 5 -0.0624815531979266 -0.0624815531979266 pernos d1/2″ -0.0000000000001137 -0.0000000000001137 -0.0000000000001137 pernos d1/2″ -0.0525982265228322 -0.0628393250776753 -0.0628393250776753 -0.0628393250774479 -0.0620059917439448 5 pernos d3/8″ pernos d1/2″ pernos d3/8″ 5 VER DETALLE APOYOS FIJOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100 131 5 5 5 100 69 131 69 0.0367522373696829 67 67 5 INDICADA PLANO DIBUJADO ENERO.-1999 ESCALA: FECHA GLADYS CUADROS VIGA RIGIDEZ-TABLERO I PUENTE COLGANTE PLANO: DIBUJO: DISENO: REVISION: LAMINA: 5/7 MUÑOZ HOYOS EDWIN