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:

20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 20×25 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