Structural DWG Block for AutoCAD

Structural DWG Block for AutoCAD

COLUMN CONTAINS; BEAMS; And LOSA; PLINTHS And GRADAS

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

block of relief, concrete, esc, typical slab cut, its T., cut, esc, its T., cut, esc, its T., cut, esc, its T., cut, esc, its T., cut, esc, its T., cut, esc, its T., esc, its T., esc, its T., esc, axes, steps:, esc., distribution of stirrups, in columns, asx, asy, replant, asx, asy, plinth type, like meaning, felt as, reinforcement, quantity, Location, kind, plinth box, dimensions, types of irons:, types of irons:, types of irons:, types of irons:, cut, esc:, cut, esc:, beam, cm beam, beam, beam, beam, stairway beam

Raw text data extracted from CAD file:

\A1;0.20 \A1;.050 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;C/20 \A1;C/20 \A1;C/10 \A1;C/10 \A1;C/20 \A1;C/10 \A1;C/10 \A1;C/20 \A1;C/10 \A1;.30 \A1;C/10 \A1;C/20 \A1;C/10 \A1;C/20 \A1;C/10 \A1;C/20 \A1;.20 \A1;C/20 \A1;C/10 \A1;C/10 \A1;C/20 \A1;C/10 \A1;C/10 \A1;C/20 \A1;C/10 \A1;.30 \A1;L/2 d 8 @ 20 \A1;L/4 1 d 8 @ 10 \A1;L/4 1d 8 @ 10 \A1;b \A1;3.50 \A1;3.00 \A1;4.00 \A1;14.00 \A1;3.50 \A1;2.45 \A1;3.00 \A1;4.00 \A1;.20 \A1;.20 \A1;.20 \A1;C/10 \A1;C/10 \A1;C/10 \A1;.20 \A1;.30 \A1;2.45 \A1;3.50 \A1;3.50 \A1;3.00 \A1;4.00 \A1;.65 \A1;C/10 \A1;.20 \A1;.20 \A1;.20 \A1;1.20 \A1;3.00 \A1;C/10 \A1;C/10 \A1;.20 \A1;.20 \A1;.20 \A1;3.00 \A1;C/10 \A1;C/10 \A1;C/10 \A1;.75 \A1;.30 \A1;.75 \A1;4.00 \A1;C/10 \A1;C/10 \A1;C/20 \A1;C/10 \A1;3.50 \A1;3.50 \A1;3.00 \A1;.20 \A1;.20 \A1;C/10 \A1;C/10 \A1;.75 \A1;.20 \A1;.20 \A1;.20 \A1;h \A1;a \A1;.05 \A1;.25 \A1;.25 \A1;.25 \A1;.25 BLOQUE DE ALIVIANAMIENTO 20x20x40 0.20 .050 HORMIGON f'c= 210 kg/cm2 .10 .10 ESC 1:10 CORTE TIPICO DE LOSA .40 .10 .40 A B C D D E 5 5 5 5 5 5 1 2 (VIGA GRADA) 1 2 2 3 4d12Mc200 Est. 77d8Mc208 CORTE a-a ESC 1: 25 5 5 5 C/10 C/20 C/10 C/10 C/20 C/10 C/10 C/20 C/10 C/10 C/20 C/10 2d12Mc200 2d12Mc200 2d12Mc201 2d12Mc201 5 5 5d12Mc204 Est. 31d8Mc209 CORTE c-c ESC 1: 25 5 C/10 C/20 C/10 C/10 (VIGA A) (VIGA B) 4d12Mc206 Est. 30d8Mc208 CORTE e-e ESC 1: 25 5 5 5 5 5 C/10 C/10 C/20 C/10 (VIGA GRADA) 4d12Mc207 Est. 23d8Mc208 CORTE f-f ESC 1: 25 5 5 5 5 C/10 C/20 C/10 C/10 .75 5d12Mc205 Est. 32d8Mc209 CORTE d-d ESC 1: 25 (VIGA B) 5 5 5 C/10 C/10 C/20 C/10 A B C D 5 5 5 4d12Mc203 Est. 67d8Mc208 CORTE b-b ESC 1: 25 5 5 5 C/10 C/10 C/20 C/10 C/10 C/20 C/10 C/10 C/20 C/10 2d12Mc202 2d12Mc203 2d12Mc202 (VIGA A) 5 2d12Mc203 a a b b 2d12Mc204 3d12Mc204 c c 2d12Mc205 3d12Mc205 d d 2d12Mc206 2d12Mc206 e e 2d12Mc207 2d12Mc207 f f 5 5 6d12Mc300 Est. 53d8Mc303 ESC 1: 25 4d14Mc302 Est. 73d8Mc304 ESC 1: 25 5 5 6d12Mc301 Est. 73d8Mc303 ESC 1: 25 2d14Mc300 2d14Mc300 2d14Mc301 2d14Mc301 2d14Mc302 2d14Mc302 N±0.00 N+3.06 N+6.12 N+9.18 N° EJES 13 2 2 GRADAS: 1,2 A3,B1,B2,B3,C1,C2,C3, \W1.49680; D1,D2,D3,E1,E2,E3 A1,A2 L/2 d 8 @ 20 L/4 1 d 8 @ 10 ESC. 1:25 DISTRIBUCION DE ESTRIBOS EN COLUMNAS L/4 1d 8 @ 10 Asx Asy f'c= 140 kg/cm2 REPLANTILLO h a Asx b Asy .05 PLINTO TIPO SENTIDO ASY SENTIDO ASX H 0.2 REFUERZO 17 CANTIDAD A 1.1 B UBICACION 1 TIPO CUADRO DE PLINTOS DIMENSIONES (m) 1.1 6d12Mc400 6d12Mc400 A1,A2,A3,B1,B2,B3, C1,C2,C3,D1,D2,D3, \W0.42465; E1,E2,E3,G1,G2 1d8@10-20 1d8@10-20 1d8@10-20 TIPOS DE HIERROS: g b b a g a C I TIPOS DE HIERROS: b b b a a a g b C O TIPOS DE HIERROS: b b b a a g b C O TIPOS DE HIERROS: c b b a a G C a I1 V c b a d 8d12Mc407 1c/15 8d12Mc406 1c/15 8d12Mc405 1c/15 8d12Mc404 1c/15 8d12Mc403 1c/15 33d10Mc402 1c/20 4d12Mc401 1c/15 +1.26 ±0.00 -0.60 CORTE A-A ESC: 1:25 8d12Mc409 1c/15 8d12Mc408 1c/15 8d12Mc410 1c/15 30d10Mc402 1c/20 5d12Mc401 1c/20 +3.06 +1.80 CORTE B-B ESC: 1:25 A B 5 C D E 5 5 5 1 2 3 2d12Mc100 2d12Mc105 14d12Mc101 8d12Mc106 14d12Mc102 14d12Mc103 14d12Mc107 14d12Mc102 14d12Mc104 25d12Mc108 26d12Mc102 25d12Mc111 25d12Mc104 1d12Mc109 6d12Mc110 5 5 5 5 VIGA A 20X20 cm VIGA 20X20 cm VIGA 20X20 cm VIGA A 20X20 cm VIGA 20X20 cm VIGA 20X20 cm VIGA A 20X20 cm VIGA 20X20 cm VIGA 20X20 cm VIGA DE 30X20 cm VIGA 30X20 cm VIGA 30X20 cm VIGA GRADA 20X20 cm VIGA GRADA 20X20 cm VIGA GRADA 20X20 cm VIGA A 20X20 cm VIGA 20X20 cm VIGA 20X20 cm VIGA 20X20 cm VIGA 20X20 cm VIGA A 30X20 cm VIGA 30X20 cm VIGA 30X20 cm VIGA 30X20 cm VIGA 30X20 cm 5 5 5 5 +1.44 +1.62 +1.80 +1.62 6d12Mc502 1c/20 6d12Mc501 1c/20 6d12Mc506 1c/20 5d10Mc503 1c/20 7d12Mc504 1c/15 7d12Mc505 1c/15 7d12Mc504 1c/15 7d12Mc505 1c/15 +1.62 +1.26 viga de escaleras de 15x15 W a b c g

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, béton armé, block, column, concrete, DWG, formwork, losa, plinths, reinforced concrete, schalung, stahlbeton, structural