Office Structural Project DWG Full Project for AutoCAD

Office Structural Project DWG Full Project for AutoCAD

Office Structural Project

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

portico, scale:, element, pos., diam., do not., long., total, amount of steel, portico, portico, portico, total:, portico, higher, lower, stirrups, concrete: f’c, steel: fy, scale:, portico, higher, lower, stirrups, portico, higher, lower, stirrups, element, pos., diam., do not., long., total, amount of steel, total:, pos., diam., do not., long., total, concrete: f’c, steel: fy, scale:, steel summary, columns, long. total, total, pos., diam., do not., long., total

Raw text data extracted from CAD file:

20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 20x25 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 B16 B17 B18 B19 B20 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Escala: 1:50 5 6 7 8 9 5 6 7 8 9 1 2 3 4 1 2 3 4 Elemento Pos. Diám. No. Long. (cm) Total (cm) Cantidad de acero (Kg) Pórtico 1 1 d12 2 520 1040 9.2 2 d12 2 505 1010 9.0 3 d12 2 515 1030 9.1 4 d12 2 490 980 8.7 5 d12 2 510 1020 9.1 6 d12 2 495 990 8.8 7 d12 2 505 1010 9.0 8 d12 2 480 960 8.5 9 d6 107 86 9202 20.4 101.0 Total+10%: Pórtico 2=Pórtico 3=Pórtico 4 10 d12 2 520 1040 9.2 11 d12 2 505 1010 9.0 12 d12 2 515 1030 9.1 13 d12 2 490 980 8.7 14 d12 2 510 1020 9.1 15 d12 2 495 990 8.8 16 d12 2 505 1010 9.0 17 d12 2 480 960 8.5 18 d6 107 86 9202 20.4 101.0 303.0 Total+10%: (x3): Pórtico 5=Pórtico 6=Pórtico 7 Pórtico 8=Pórtico 9 19 d12 2 495 990 8.8 20 d12 2 510 1020 9.1 21 d12 2 175 350 3.1 22 d12 2 490 980 8.7 23 d12 2 505 1010 9.0 24 d12 2 175 350 3.1 25 d6 60 86 5160 11.5 58.6 293.0 Total+10%: (x5): d6: 153.0 d12: 544.0 Total: 697.0 455 475 490 480 B16 B17 B18 B19 B20 2P1d12 L=5.2 2P2d12 L=5.05 2P3d12 L=5.15 0.19 2P4d12 L=4.9 0.19 2P5d12 L=5.1 2P6d12 L=4.95 2P7d12 L=5.05 0.19 2P8d12 L=4.8 0.19 0.1 0.1 25x1eP9d6c/17 27x1eP9d6c/17 28x1eP9d6c/17 27x1eP9d6c/17 20 425 10 10 455 10 10 470 10 10 450 20 20 X 25 20 X 25 20 X 25 20 X 25 21 16 25 20 21 16 25 20 21 16 25 20 21 16 25 20 Pórtico 1 SUPERIOR INFERIOR Estribos Hormigón: F'c = 210 Kg/cm2 Acero: Fy = 4200 Kg/cm2 Escala: 1:100 455 475 490 480 C11 C6 C1 C12 C7 C2 C13 C8 C3 C14 C9 C4 C15 C10 C5 2P10d12 L=5.2 2P11d12 L=5.05 2P12d12 L=5.15 0.19 2P13d12 L=4.9 0.19 2P14d12 L=5.1 2P15d12 L=4.95 2P16d12 L=5.05 0.19 2P17d12 L=4.8 0.19 0.1 0.1 25x1eP18d6c/17 27x1eP18d6c/17 28x1eP18d6c/17 27x1eP18d6c/17 20 425 10 10 455 10 10 470 10 10 450 20 20 X 25 20 X 25 20 X 25 20 X 25 21 16 25 20 21 16 25 20 21 16 25 20 21 16 25 20 Pórtico 2 Pórtico 3 Pórtico 4 SUPERIOR INFERIOR Estribos 140 465 475 B20 B19 B18 B17 B16 C5 C4 C3 C2 C1 C10 C9 C8 C7 C6 C15 C14 C13 C12 C11 2P19d12 L=4.95 2P20d12 L=5.1 0.19 2P21d12 L=1.75 0.19 2P22d12 L=4.9 2P23d12 L=5.05 0.19 2P24d12 L=1.75 0.19 0.12 8x 1eP25d6 c/17 26x1eP25d6c/17 26x1eP25d6c/17 2 128 10 10 440 15 15 440 20 20 X 25 20 X 25 20 X 25 21 16 25 20 21 16 25 20 21 16 25 20 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 SUPERIOR INFERIOR Estribos 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm 4Ø12mm Elemento Pos. Diám. No. Long. (cm) Total (cm) Cantidad de acero (Kg) C1=C2=C3=C4=C5=C11=C12 C13=C14=C15 1 d12 4 298 1192 10.6 2 d6 21 76 1596 3.5 15.5 155.0 Total+10%: (x10): C6=C7=C8=C9=C10 3 d12 6 298 1788 15.9 4 d6 21 96 2016 4.5 22.4 112.0 Total+10%: (x5): d6: 62.5 d12: 204.5 Total: 267.0 20 20 4P1d12 L=298 16 16 21P2d6 L=76 Pos. Diám. No. Long. (cm) Total (cm) x 10 (cm) 1 d12 4 298 1192 11920 2 d6 21 76 1596 15960 +0.00 +3.00 4P1d12 L=298 P2c/15 21 d6 C1=C2=C3=C4=C5 C11=C12=C13=C14 C15 Hormigón: F'c = 210 Kg/cm2 Acero: Fy = 4200 Kg/cm2 Escala: 1:50 Resumen Acero Columnas Long. total (m) Peso+10% (Kg) d6 260.4 64 d12 208.6 204 268 Total 20 30 6P3d12 L=298 16 26 21P4d6 L=96 Pos. Diám. No. Long. (cm) Total (cm) x 5 (cm) 3 d12 6 298 1788 8940 4 d6 21 96 2016 10080 +0.00 +3.00 6P3d12 L=298 P4c/15 21 d6 C6=C7=C8=C9=C10

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DWG, formwork, full, office, Project, reinforced concrete, schalung, stahlbeton, structural