Dimensions Armed Beams DWG Section for AutoCAD

Dimensions Armed Beams DWG Section for AutoCAD

Dimensions girders ; with sections and negatives ; Details of forged – Two plants

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

porch, superior, lower, stirrups, lattice beams, one-way forging., Inverted inner beam., variable, approx., approx., twist, of the beam, see the armed, past, negative, twist, negative of, mallazo, cut off, mallazo, massive, massive, forged, swarms, by beam, suspension armor, suspension, suspension, transversal, transverse run, run, transversal, run, transversal, suspension for, twist, swarms, forged, mallazo, negative of, twist, If the joists show deterioration in their, heads it is advisable to have one, suspension bar of the, see the armed, of the beam, twist, approx., massive, variable, beam flat between spans., one-way forging., lattice beams, run, transversal, run, transversal, suspension for, twist, swarms, forged, mallazo, negative of, twist, If the joists show deterioration in their, heads it is advisable to have one, suspension bar of the, see the armed, of the beam, twist, approx., massive, variable, beam flat between spans., one-way forging., lattice beams, run, transversal, run, transversal, suspension for, twist, swarms, forged, mallazo, negative of, twist, If the joists show deterioration in their, heads it is advisable to have one, suspension bar of the, see the armed, of the beam, twist, approx., massive, variable, beam flat between spans., one-way forging., lattice beams, run, transversal, run, transversal, suspension for, twist, swarms, forged, mallazo, negative of, twist, If the joists show deterioration in their, heads it is advisable to have one, suspension bar of the, see the armed, of the beam, twist, approx., massive, variable, beam flat between spans., one-way forging., lattice beams, porch, superior, lower, stirrups, cut, cut, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups, porch, superior, lower, stirrups, porch, superior, lower, stirrups, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups, porch, superior, lower, stirrups, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups, porch, superior, lower, stirrups, porch, superior, lower, stirrups, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups, porch, superior, lower, stirrups, cut, porch, superior, lower, stirrups

Raw text data extracted from CAD file:

\A1; 600 510 390 P1 P2 P3 P4 3d12 L=400 22 3d12 L=510 3d12 L=390 22 1d16 L=380 1d16 L=380 1d12 L=440 3d10 L=400 22 3d10 L=510 3d10 L=390 22 1d16 L=240 1d10 L=80 22 1d12 L=90 22 25 120 120 2ER6a12 36 36 39 39 35 X 35 35 X 35 35 X 35 Pórtico 1 SUPERIOR INFERIOR Estribos Viguetas de celosía. Forjado unidireccional. Viga de canto invertida interior. Variable Variable 0.15 aprox. 0.15 aprox. 0.30 0.30 0.20 0.20 0.20 0.20 Vigueta Vigueta de la viga Vea el armado pasado Negativo vigueta negativos de Mallazo + cortado Mallazo 10 cm Macizado 10 cm Macizado Forjado Bovedillas Bovedillas 2Ø8 por vigueta Armadura de suspensión suspensión 2Ø8 de suspensión 2Ø8 de transversal 1Ø6a30 1Ø10 corrido transversal 1Ø10 corrido transversal 1Ø10 corrido transversal 1Ø10 corrido transversal 1Ø10 de suspensión por vigueta Bovedillas Bovedillas Forjado Mallazo + negativos de vigueta Si las viguetas presentan deterioros en sus cabezas es recomendable disponer una barrita de suspensión del Ø10 Vea el armado de la viga Vigueta Vigueta 0.20 0.20 aprox. 0.30 aprox. 0.30 aprox. 0.30 aprox. 0.30 Macizado 10 cm 0.15 Variable Variable Viga plana entre vanos. Forjado unidireccional. Viguetas de celosía. 1Ø10 corrido transversal 1Ø10 corrido transversal 1Ø10 de suspensión por vigueta Bovedillas Bovedillas Forjado Mallazo + negativos de vigueta Si las viguetas presentan deterioros en sus cabezas es recomendable disponer una barrita de suspensión del Ø10 Vea el armado de la viga Vigueta Vigueta 0.20 0.20 aprox. 0.30 aprox. 0.30 aprox. 0.30 aprox. 0.30 Macizado 10 cm 0.15 Variable Variable Viga plana entre vanos. Forjado unidireccional. Viguetas de celosía. 1Ø10 corrido transversal 1Ø10 corrido transversal 1Ø10 de suspensión por vigueta Bovedillas Bovedillas Forjado Mallazo + negativos de vigueta Si las viguetas presentan deterioros en sus cabezas es recomendable disponer una barrita de suspensión del Ø10 Vea el armado de la viga Vigueta Vigueta 0.20 0.20 aprox. 0.30 aprox. 0.30 aprox. 0.30 aprox. 0.30 Macizado 10 cm 0.15 Variable Variable Viga plana entre vanos. Forjado unidireccional. Viguetas de celosía. 1Ø10 corrido transversal 1Ø10 corrido transversal 1Ø10 de suspensión por vigueta Bovedillas Bovedillas Forjado Mallazo + negativos de vigueta Si las viguetas presentan deterioros en sus cabezas es recomendable disponer una barrita de suspensión del Ø10 Vea el armado de la viga Vigueta Vigueta 0.20 0.20 aprox. 0.30 aprox. 0.30 aprox. 0.30 aprox. 0.30 Macizado 10 cm 0.15 Variable Variable Viga plana entre vanos. Forjado unidireccional. Viguetas de celosía. \A1; 1d12 L=90 22 1d16 L=280 140 140 1d16 L=340 170 170 2d12 L=260 120 140 2d12 L=310 140 170 1d10 L=80 22 1d16 L=340 1d16 L=340 1d12 L=350 2ER6a14 2ER6a12 2ER6a13 2ER6a14 2ER6a13 29 29 35 35 29 29 35 35 680 353 P5 P6 P7 3d12 L=680 22 22 1d16 L=660 3d10 L=680 22 22 1d16 L=300 1d10 L=180 22 1d12 L=160 22 150 150 2ER6a12 36 39 60 X 35 60 X 35 Pórtico 2 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=360 180 180 1d16 L=420 210 210 1d10 L=150 22 2ER6a14 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 Corte A 29 54 29 18 35 60 3d10 L=610 1d12 L=580 1d16 L=610 1d16 L=620 1d12 L=550 635 320 320 P8 P9 P10 P11 3d12 L=635 22 3d12 L=320 3d12 L=320 22 1d16 L=615 1d16 L=265 3d10 L=635 22 3d10 L=320 3d10 L=320 22 1d16 L=270 1d10 L=180 22 1d12 L=170 22 25 120 150 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 3 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 1d16 L=575 1d16 L=215 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 P4 P8 P12 2d12 L=600 22 2d12 L=300 22 1d10 L=300 1d10 L=155 2d10 L=600 22 2d10 L=300 22 2d10 L=90 22 30 X 35 30 X 35 Pórtico 4 SUPERIOR INFERIOR Estribos 1d10 L=200 90 110 1d10 L=245 110 135 1d10 L=90 22 1ER6a22 1ER6a22 450 450 P13 P14 P15 3d12 L=450 22 22 1d16 L=390 3d10 L=450 22 22 2d16 L=280 2d10 L=100 22 1d16 L=140 22 140 140 2ER6a13 39 50 X 35 50 X 35 Pórtico 1 SUPERIOR INFERIOR Estribos 1d12 L=100 22 1d16 L=280 140 140 1d16 L=340 170 170 1d16 L=170 22 2ER6a18 2ER6a24 3d10 L=450 1d16 L=390 3d12 L=450 1d16 L=260 1d16 L=260 1d16 L=140 22 39 2ER6a13 600 300 600 P1 P5 P19 P13 2d12 L=600 22 2d12 L=300 2d12 L=600 22 1d10 L=300 1d10 L=310 2d10 L=600 22 2d10 L=300 2d10 L=600 22 1d10 L=120 22 25 30 X 35 30 X 35 25 X 35 Pórtico 5 SUPERIOR INFERIOR Estribos 1d16 L=180 90 90 1d10 L=210 120 90 1d16 L=210 22 1ER6a22 1ER6a22 1ER6a22 1d10 L=150 1d10 L=90 22 1d16 L=270 180 90 1d10 L=300 210 90 1d16 L=180 22 L=400 600 300 300 P1 P2 P3 P4 3d12 L=600 22 3d12 L=300 3d12 L=300 22 1d16 L=680 1d16 L=200 3d10 L=600 22 3d10 L=300 3d10 L=300 22 1d16 L=270 1d10 L=180 22 1d12 L=170 22 25 120 150 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 4 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 1d16 L=550 1d16 L=185 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 300 P5 P6 P7 P8 3d12 L=600 22 3d12 L=300 3d12 L=300 22 1d16 L=680 1d16 L=200 3d10 L=600 22 3d10 L=300 3d10 L=300 22 1d16 L=270 1d10 L=180 22 1d12 L=170 22 25 120 150 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 3 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 1d16 L=550 1d16 L=185 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 P4 P8 P12 2d12 L=600 22 2d12 L=300 22 1d10 L=300 1d10 L=155 2d10 L=600 22 2d10 L=300 22 2d10 L=90 22 30 X 35 30 X 35 Pórtico 8 SUPERIOR INFERIOR Estribos 1d10 L=200 90 110 1d10 L=245 110 135 1d10 L=90 22 1ER6a22 1ER6a22 450 450 P13 P14 P15 3d12 L=450 22 22 1d16 L=390 3d10 L=450 22 22 2d16 L=280 2d10 L=100 22 1d16 L=140 22 140 140 2ER6a13 39 50 X 35 50 X 35 Pórtico 1 SUPERIOR INFERIOR Estribos 1d12 L=100 22 1d16 L=280 140 140 1d16 L=340 170 170 1d16 L=170 22 2ER6a18 2ER6a24 3d10 L=450 1d16 L=390 3d12 L=450 1d16 L=260 1d16 L=260 1d16 L=140 22 39 2ER6a13 600 300 300 P9 P10 P11 P12 3d12 L=600 22 3d12 L=300 3d12 L=300 22 1d16 L=680 1d16 L=200 3d10 L=600 22 3d10 L=300 3d10 L=300 22 1d16 L=270 1d10 L=180 22 1d12 L=170 22 25 120 150 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 2 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 1d16 L=550 1d16 L=185 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 600 P1 P5 P19 P13 2d12 L=600 22 2d12 L=300 2d12 L=600 22 1d10 L=300 1d10 L=310 2d10 L=600 22 2d10 L=300 2d10 L=600 22 1d10 L=120 22 25 30 X 35 30 X 35 25 X 35 Pórtico 5 SUPERIOR INFERIOR Estribos 1d16 L=180 90 90 1d10 L=210 120 90 1d16 L=210 22 1ER6a22 1ER6a22 1ER6a22 1d10 L=150 1d10 L=90 22 1d16 L=270 180 90 1d10 L=300 210 90 1d16 L=180 22 600 P3 P7 2d12 L=600 22 22 1d10 L=300 2d10 L=600 22 22 2d10 L=90 22 30 X 35 Pórtico 6 SUPERIOR INFERIOR Estribos 1d10 L=90 22 1ER6a22 600 P3 P7 2d12 L=600 22 22 1d10 L=300 2d10 L=600 22 22 2d10 L=90 22 30 X 35 Pórtico 7 SUPERIOR INFERIOR Estribos 1d10 L=90 22 1ER6a22 600 300 300 P1 P2 P3 P4 1d12 L=600 22 2d12 L=300 1d12 L=300 22 2d10 L=680 2d10 L=200 2d10 L=600 22 2d10 L=300 3d10 L=300 22 1d10 L=180 22 1d12 L=170 22 25 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 3 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 300 P5 P6 P7 P8 3d12 L=600 22 3d12 L=300 3d12 L=300 22 1d16 L=680 1d16 L=200 3d10 L=600 22 3d10 L=300 3d10 L=300 22 1d16 L=270 1d10 L=180 22 1d12 L=170 22 25 120 150 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 2 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 1d16 L=550 1d16 L=185 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 P4 P8 P12 2d12 L=600 22 2d12 L=300 22 1d10 L=300 1d10 L=155 2d10 L=600 22 2d10 L=300 22 2d10 L=90 22 30 X 35 30 X 35 Pórtico 5 SUPERIOR INFERIOR Estribos 1d10 L=200 90 110 1d10 L=245 110 135 1d10 L=90 22 1ER6a22 1ER6a22 600 300 300 P9 P10 P11 P12 1d12 L=600 22 2d12 L=300 2d12 L=300 22 2d10 L=680 1d10 L=200 3d10 L=600 22 3d10 L=300 3d10 L=300 22 1d10 L=180 22 1d12 L=170 22 25 2ER6a12 36 36 39 50 X 35 50 X 35 50 X 35 Pórtico 1 SUPERIOR INFERIOR Estribos 1d12 L=160 22 1d16 L=320 140 180 1d16 L=380 170 210 2d12 L=240 120 120 2d12 L=280 140 140 1d10 L=180 22 2ER6a14 2ER6a12 2ER6a14 2ER6a13 Corte A 29 54 29 18 35 60 600 300 P1 P5 P9 2d12 L=600 22 2d12 L=300 22 1d10 L=300 2d10 L=600 22 2d10 L=300 22 1d10 L=120 22 25 30 X 35 30 X 35 Pórtico 4 SUPERIOR INFERIOR Estribos 1d16 L=180 90 90 1d10 L=210 120 90 1d16 L=210 22 1ER6a22 1ER6a22 1d10 L=90 22 1d16 L=180 22

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Drawing Type	Section
Category	Construction Details & Systems
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File Type	dwg
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Tags	armed, autocad, beams, béton armé, concrete, details, dimensions, DWG, forged, formwork, girders, plants, reinforced concrete, schalung, section, sections, stahlbeton