Beam Construction Details DWG Detail for AutoCAD

Beam Construction Details DWG Detail for AutoCAD

Construction details of beams

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

scheme, pos., weight, length, num bars, iron spreadsheet, lengths, pos, pos, scheme, pos., weight, length, num bars, iron spreadsheet, lengths, pos, pos, pos, third floor, terrace, rectangular beam cm, support for, section, rectangular beam cm, support for, section, scheme, pos., weight, length, num bars, iron spreadsheet, lengths, pos, first floor, rectangular beam cm, pos, rectangular beam cm, second floor, support for, section, scheme, pos., weight, length, num bars, iron spreadsheet, lengths, support for, section, terrace, third floor, first floor, second floor

Raw text data extracted from CAD file:

1,22 6,86 9,3 0,4 0.25 0.5 0.29 0.31 0.56 0.25 2.8 2 1.7 3,66 0,91 1,82 1,64 6,34 7,33 0,66 1,3 0,5 5,88 0,77 8,9 0,82 0,82 4,3 0,62 0,83 4,72 0,13 0,49 4,87 2,54 2,54 4,61 0,54 1,47 1,8 8,3 5,32 1,71 8,43 7,88 0,49 8,9 0,49 0,49 0,49 6,35 0,64 0.35 0.82 0.15 105 1,08 4,51 0,92 2,03 1,9 5,08 0,52 0,18 8,44 6,13 6,33 0,3 0,47 9,7 0,47 6,92 0,47 0,47 1,49 6,83 0,59 1,7 3 4,5 1 5.5 1.7 3 2,5 3,8 4 0,75 0,98 0,98 9,4 1,62 0,97 0,47 0,98 0,64 0,88 1,5 1,82 1,82 8,9 0,1 1,67 1,22 0,82 0,48 6,36 1,81 0,93 0,49 1.7 1 4.5 1 7,83 1,73 1,04 8,9 1,7 4 2,4 4,5 1.7 5 3,5 5 4,5 1.7 2 2.7 4.6 B C E \U+220510C /30 E \U+22056C /30 E \U+22056C /30 5 ESQUEMA 1 POS. Peso c LONGITUD 3 19.26 18.6 2 0.25 5.92 0.64 8.02 Num. barras 25 22.75 2 ø mm m 0.982 a b PLANILLA DE FIERROS LONGITUDES (m) 3 2 16 20 b a 4.73 POS 1 - 2\U+220525 5 5 9.41 POS 2 - 2\U+220520 POS 3 - 3\U+220516 4.93 7.71 A B C D E \U+22056C /30 E \U+22056C /25 5 ESQUEMA 1 POS. Peso c LONGITUD 25 1 3 4 20 2 1 1 4.85 2 12.02 2 0.47 4.38 0.64 9.39 Num. barras 20 14.94 2 ø mm m 0.64 6.19 a b PLANILLA DE FIERROS LONGITUDES (m) 2 8 7 6 4 5 3 2 9 10 b a 16 20 25 20 32 32 20 10.70 7.88 19.74 15.42 32.2 5.08 10.13 0.64 4.07 0.98 5.92 0.64 8.59 0.98 3.12 5.10 1.6 1.94 11 14.44 12 4 1.6 0.35 2.91 4.93 4.93 2.01 4.93 3.85 4.93 3.85 25.25 18.94 4.93 3.55 0.64 POS 1 - 2\U+220520 E \U+22056C /30 E \U+220510C /30 E \U+22058C /30 E \U+220510C /30 E \U+22056C /30 POS 2 - 2\U+220520 POS 3 - 1\U+220516 POS 4 - 2\U+220520 POS 5 - 1\U+220525 POS 6 - 2\U+220520 POS 7 - 1\U+220525 POS 8 - 4\U+220532 POS 9 - 3\U+220532 POS 10 - 2\U+220520 8.85 POS 11 - 4\U+220512 TERCER PISO TERRAZA 5 5 5 5 5 a c b 0.25 0.64 0.982 VIGA RECTANGULAR (29 x 75) cm 2\U+220516 2\U+220525 3\U+220516 2\U+220525 2\U+220516 0.25 0.5 0.29 APOYO B APOYO C TRAMO B-C VIGA RECTANGULAR (31 x 81) cm b a c 0.47 0.64 0.98 0.64 c c b a c 0.64 0.98 1.6 1.6 0.64 b a c 0.35 4\U+220512 2\U+220520 2\U+2205\fArial|b1|i0|c0|p34;25 2\U+220520 2\U+220520 1\U+220516 2\U+220520 APOYO A APOYO B APOYO C APOYO D TRAMO A-B TRAMO B-C TRAMO C-D 0.31 0.56 0.25 1\U+220525 1\U+220516 7\U+220532 2\U+220520 2\U+220525 4\U+220512 A B C D 2.8 E \U+22056C /30 E \U+220510C /30 E \U+220510C /25 E \U+22056C /30 E \U+220510C /12 E \U+220510C /25 E \U+220510C /12 E \U+220510C /30 E \U+220510C /25 E \U+22056C /30 5 ESQUEMA 1 POS. Peso c LONGITUD 20 3 6 3 16 3 3 2 10.63 3 7.09 1 0.64 9.35 0.98 5.13 Num. barras 16 14.18 2 ø mm m 0.47 6.15 a b PLANILLA DE FIERROS LONGITUDES (m) 5 8 7 6 4 5 3 2 9 10 20 25 20 16 32 16 32 20.49 29.49 20.76 48 11.76 13.53 27.95 0.47 5.89 0.64 8.55 0.47 5.98 0.64 3.23 2.98 1.6 4.8 11 20.32 20 2 0.47 0.64 8.88 3.16 3.85 4.92 4.74 7.7 3.85 7.7 3.85 37.86 31.55 4.92 1.6 2.39 12 11.61 16 3 0.47 2.93 3.85 5 5 POS 1 - 2\U+220516 POS 2 - 1\U+220525 POS 3 - 2\U+220520 POS 4 - 3\U+220516 POS 5 - 3\U+220520 POS 6- 3\U+220516 POS 7- 3\U+220520 POS 8- 3\U+220516 POS 9- 6\U+220532 POS 10- 5\U+220532 POS 11- 2\U+220520 POS 12- 3\U+220516 PRIMER PISO VIGA RECTANGULAR (35 x 97) cm b a c 0.98 0.47 b a c 0.64 0.47 0.64 0.47 b a c b a c 0.64 1.6 0.64 1.6 0.47 A B C D E \U+220510C /30 E \U+22056C /30 E \U+220510C /30 E \U+220510C /30 E \U+220510C /30 E \U+220510C /25 E \U+22056C /30 E \U+22056C /30 E \U+22056C /30 5 POS 1 - 2\U+220520 POS 2 - 1\U+220516 POS 3 - 2\U+220525 POS 4 - 1\U+220516 POS 5 - 2\U+220525 POS 6 - 1\U+220525 POS 7 - 2\U+220525 POS 8 - 2\U+220516 POS 9 - 3\U+220532 POS 10 - 3\U+220532 POS 11 - 3\U+220532 POS 12 - 1\U+220525 POS 13 - 3\U+220516 5 3\U+220516 2\U+220525 2\U+220516 6\U+220532 1\U+220525 4\U+220525 VIGA RECTANGULAR (33 x 88) cm SEGUNDO PISO 3\U+220516 2\U+220520 1\U+220516 2\U+220525 1\U+220516 3\U+220525 APOYO A APOYO B APOYO C APOYO D TRAMO A-B TRAMO B-C TRAMO C-D 5 5 1.7 ESQUEMA 1 POS. Peso c LONGITUD 25 2 3 2 25 1 2 2 22.66 1 4.30 1 0.98 9.37 0.47 3.36 Num. barras 20 14.9 2 ø mm m 0.64 6.17 a b PLANILLA DE FIERROS LONGITUDES (m) 3 8 7 2 5 6 4 3 9 10 b a 25 16 25 16 32 16 32 b a 7.33 20.94 4.72 17.64 7.28 14.38 19.02 0.98 5.37 0.98 8.51 0.47 3.78 0.98 5.23 2.7 1.6 2.68 11 13.71 32 3 0.47 1.6 1.37 4.93 2.01 7.7 2.01 7.7 3.85 7.7 4.02 18.94 18.94 18.94 1.6 c 3.14 12 13 11.79 16 3 0.47 2.99 10.67 25 1 0.98 8.71 3.85 6.03 0.98 0.47 0.98 0.47 0.98 c 0.64 b a c 0.98 1.6 0.47 1.6 1.6 0.98 b a c 0.47 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 5 5 5 5 5 5 5 5 1.7 3\U+220516 3\U+220516 3\U+220520 3\U+220516 2\U+220516 1\U+220525 2\U+220520 3\U+220516 APOYO A APOYO B APOYO C APOYO D TRAMO A-B TRAMO B-C TRAMO C-D 0.35 0.82 0.15 105 11\U+220532 2\U+220520 4\U+220525 3\U+220520 3\U+220516 5 4.5 5 5 5 5 5 5 5 5 5 5 5 5 5 TERRAZA TERCER PISO PRIMER PISO SEGUNDO PISO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.47 5 5 5 5 1.7 5 5 5 5 5 1.7 5 5 5.5 1.7 2.7 5 5 5 5 4.6

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, beam, beams, construction, DETAIL, details, DWG, erdbebensicher strukturen, seismic structures, strukturen