Bridge Structure Details, Girder Beams And Slab DWG Plan for AutoCAD

Plans of a bridge with details of structure

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

construction board, d e s p e c e c, c a n t a d e s d e o b a, d e s c r i p c i o n, unit quantity, total, symmetrical, via

Raw text data extracted from CAD file:

2.50 .40 4.50 4.90 .30 .30 1.40 4.50 .40 4.00 .40 4.00 1.50 .15 .10 5 P3 d 1/4″ @ .30 .10 .02 .25 1.55 A 1.60 0.175 0.125 1.30 A 1.35 0.125 0.125 .20 .30 0.25 .30 1.30 A 1.35 .25 1.55 A 1.60 .30 .18 .60 .20 .15 .05 .10 .30 .18 .60 .20 .15 .05 .10 .40 3 P2 d 3/8″ @ .30 1.00 .15 .15 .20 .18 .30 .60 .24 .24 8.10 .40 3.65 3.65 .40 .30 3 L4 A .30 .45 3 L4 A .30 .30 .45 13 L4 A .45 .30 .18 .50 2 L4 a .45 .17 .17 7 L4 A .30 7 L4 A .30 .18 .17 .17 .17 .17 .17 .17 7 L4 A .30 .50 2 L4 a .45 1.05 2.00 2.00 2.00 1.05 .20 .18 0.5 A 0.53 VARIABLE 8.10 .40 3.65 3.65 .40 10.00 .13 .13 PASAMANOS (6 ESPACIOS DE 1.60) 1.05 2.00 2.00 2.00 1.05 15 L3 A .40 (cercha) 16 L1 A .40(C.S.) 16 L1 A .40(C.I.) 6V4 a .30 .15 1.10 1.10 .10 .10 10.00 .30 1.20 .45 6V4 a .30 .15 .30 1.20 .45 .72 .18 .24 2.80 .30 .35 .95 .60 .10 .25 .30 1.50 .50 1.00 3.00 .50 .50 .20 0.25 .30 1.30 A 1.35 1.55 A 1.60 .18 .30 .60 .20 .30 1.30 A 1.35 1.60 1.60 4.00 .40 4.00 4.50 .40 .30 0.04 .20 .25 .20 .04 .10 .15 .02 .01 .01 .40 .45 5 5 5 5 5 5 5 REFUERZO ALETA \H0.7301x;ESC.________________1:25 \A1;\S3#8;” @0.20 \A1;\S3#8;” @0.45 L=1.60 \A1;\S3#8;” @0.50 L=1.60 VISTA FRONTAL ALETA \H0.7301x;ESC.________________1:25 5 5 5 5 5 ELEMENTO PREFABRICADO DEL BARANDAL \H0.7301x;ESC.______________________________________1:10 1.50 E E .15 .10 5 P3 d 1/4″ @ .30 .10 P4 d 3/8″ .02 PLANTA DE PASAMANOS \H0.7301x;ESC.____________________1:10 ELEVACION DE PASAMANOS \H0.7301x;ESC._______________________1:10 .25 1.55 A 1.60 0.175 0.125 1.30 A 1.35 0.125 0.125 .20 .30 0.25 .30 1.30 A 1.35 .25 1.55 A 1.60 BALAUSTRE TIPO 1 BALAUSTRE TIPO 2 BARANDAL ( ELEMENTO PREFABRICADO ) A A B B .30 .18 .60 .20 .15 .05 .10 .30 .18 .60 .20 .15 .05 .10 5 3 P2 d 3/8″ @ .30 P1 d 1/2″ JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION 1.00 .15 .15 .20 P1 d 1/2″ L=2.50 SECCION A-A \H0.7301x;ESC.________1:10 SECCION B-B \H0.7301x;ESC.________1:10 .18 .30 .60 D E S P I E C E \A1;TIPO FIGURACION CANT. d LONG. PESO L1 52 5/8″ 8.00 645 L2 6 1/2″ 10.10 61 L4 44 5/8″ 10.10 689 V1 20 1″ 10.10 802 V2 4 1″ 7.80 124 V3 8 1/2″ 10.00 81 V6 10 3/4″ 8.00 179 L3 25 5/8″ 8.30 322 L5 52 1/2″ 1.65 86 V4 108 1/2″ 2.25 243 V5 42 1/2″ 2.13 89 C A N T I D A D E S D E O B R A D E S C R I P C I O N UNIDAD CANTIDAD CONCRETO CON f´c – 211 Kg/cm2 m3 27.6 REFUERZO DE ALTA RESISTENCIA d1/2″ d5/8″ d3/4″ d1″ TOTAL Kg 560 Kg 1655 Kg 179 Kg 926 TOTAL 3321 PASAMANOS: 6 ESPACIOS DE 1.60 m.l 19.90 8.00 10.10 10.10 10.10 7.80 8.00 1.49 0.16 0.98 0.80 0.40 0.16 0.16 SIMETRICA 0.30 0.25 0.40 0.35 0.35 0.15 0.20 0.20 0.85 0.11 0.11 0.90 0.90 SECCION TRANSVERSAL TIPICA \H0.7301x;ESC._________________________1:25 REFUERZO EN LOS EXTREMOS \H0.7301x;ESC._______________________1:10 SECCION TIPICA VIGA DE AMARRE SOBRE ESTRIBOS \H0.7301x;ESC._____________1:10 .24 1 V2 V4 3 V1 REFUERZO EN MEDIA LUZ \H0.7301x;ESC._______________________1:10 .24 V4 3 V1 BISEL DE 0.02 X 0.02 (TIPICO) 5 5 5 5 5 5 3 L4 A .30 .45 3 L4 A .30 5 .45 13 L4 A .45 L2 5 5 CHAFLAN DE 0.05 X 0.08 L1 1.5% DE VIA C L 5 2 L4 a .45 5 5 7 L4 A .30 7 L4 A .30 1.5% 5 5 5 5 5 5 5 L3 7 L4 A .30 L2 5 2 L4 a .45 5 5 5 5 5 .20 .18 V5 A .40 2 V3 0.5 A 0.53 VARIABLE 3 V3 PLANTA \H0.7301x;ESC._______1:50 5 5 5 5 5 5 5 5 PASAMANOS (6 ESPACIOS DE 1.60) 5 5 5 5 5 19 L4 CARA SUPERIOR (VER SECCION TRANSVERSAL) 25 L4 CARA INFERIOR (VER SECCION TRANSVERSAL) 15 L3 A .40 (cercha) 16 L1 A .40(C.S.) 16 L1 A .40(C.I.) 3L2(SARDINEL) 3L2(SARDINEL) VIGAS PRINCIPALES \H0.7301x;ESC.________________1:50 6V4 a .30 5 3 V1 1 V2 2 L4 5 5 5 5 5 5 5 5 6V4 a .30 5 5 5 5 \A1;d\S5#8;”@.19 \A1;d\S5#8;”@.24 \A1;d\S1#2;”@.23 \A1;d\S5#8;”@.20 5 12Nº8 EN 3 FILAS \A1;SE DEBE PROVEER A LAS VIGAS 4d \S1#2;” COMO DOBLES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 r =1800 b3/m3 d30 5 4 3 6 8 7 2 9 1 r =1700 b3/m3 d40 u=.60 5 N=30.5 + 0.25 L N=30.5 + 0.25 12.0 = 33.5cm 8.00 0.85 ELEVACION DE PASAMANOS \H0.7301x;ESC._______________________1:10 0.25 .30 1.30 A 1.35 1.55 A 1.60 BALAUSTRE TIPO 1 A A B B .18 .30 .60 5 .30 1.30 A 1.35 5 5 5 5 5 5 5 VISTA FRONTAL \H0.7301x;ESC._______________________1:50 SECCION C-C \H0.7301x;ESC._______1:10 .30 0.04 P2 d 3/8″ .20 .24 .24 .12 .10 .10 P2 d 3/8″ L=.80 SECCION D-D \H0.7301x;ESC._______1:10 .25 .20 .04 P3 d 3/8″ .19 .19 .12 .10 .10 P3 d 3/8″ L=.70 SECCION E-E \H0.7301x;ESC.________1:10 .10 .15 .02 .01 .01 P5 d 1/4″ P4 d 3/8″ .06 .06 .06 .10 .10 .40 .45 \U+2260 3 @ 0.24 m \U+2260 3 @ 0.24 m \U+2260 5 @ 0.11 m \U+2260 5 @ 0.14 m \U+2260 5 @ 0.14 m \U+2260 5 @ 0.14 m REFUERZO \H0.7301x;ESC._______________________1:10