Reinforced Concrete Beams And Columns DWG Detail for AutoCAD

Reinforced Concrete Beams And Columns DWG Detail for AutoCAD

Details of Beams and Columns of Reinforced Concrete

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

irons degree est. degree in cofinados at the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, type column, scale:, type column, scale:, Irons legitim est. legitimate in cofinados in the ends a concrete proportion giving a resistance of sieved river sand crushed piedrin, type column, scale:, Irons legitim est. legitimate in cofinados in the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, type column, scale:, Irons legitim est. legitimate in cofinados in the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, Irons legitim est. legitimate in cofinados in the extremes a of light.to concrete giving giving a resistance of river sand sifted crushed piedrin, tension race, irons, mooring slab, scale:, mooring slab, filling of select material, electromalla cal., concrete with a thickness cm. proportion: sand sifted crushed stone, electromalla cal., concrete with a thickness cm. proportion: sand sifted crushed stone, type column, scale:, irons degree est. degree in cofinados at the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, stirrup, shoe type, scale:, irons degree in both directions concrete giving giving a resistance of river sand sifted crushed stone, detail of column type shoe, scale:, its T. iron legitmo encofinados cm., its T. legalized iron, its T. coined iron legitmo, n.p.t, concrete giving giving a resistance of sieved river sand crushed stone, detail of column cut type shoe, scale:, n.p.t, concrete giving giving a resistance of sieved river sand crushed stone, iron stirrups, foundation slab electromalla thickness lime., legitimate iron stirrups, beam type, scale:, irons degree est. legitimate in cofinados in the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, baston, graduated irons, beam type, scale:, Irons legitim est. in co-finned at the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, legitimate tension, Legendary running irons, slab thickness cm., beam type, scale:, Irons legitim est. in co-finned at the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, legitimate tension, Legendary running irons, do not., note:, the slab will have a mound of m. with a proportion of concrete giving a crushed sand sanding river sand resistance, cross-sectional beam a ‘, scale:, gr. legitimate in cofinados in the ends one of light. concrete giving giving a resistance of sieved river sand crushed stone, baston, graduated irons, beam cut type, scale:, gr. legitimate in cofinados in the ends one of light. concrete giving giving a res

Raw text data extracted from CAD file:

1.89 0.15 1.74 0.15 1.74 0.15 1.74 0.15 1.13 0.10 1.13 0.15 0.10 0.90 0.10 0.90 0.10 0.05 0.40 0.05 0.50 0.05 0.40 0.05 0.50 0.03 0.10 0.03 0.15 0.03 0.10 0.03 0.15 0.03 0.10 0.03 0.15 0.05 0.05 0.10 0.03 0.15 0.03 0.20 0.03 0.10 0.03 0.15 0.03 0.24 0.03 0.30 0.03 0.14 0.03 0.20 2.00 2.00 2.129 1.45 2.00 2.129 2.00 1.377 5.89 0.05 0.05 0.14 0.12 0.14 0.50 0.05 0.15 0.13 0.13 0.13 0.075 0.65 2.00 0.05 2.00 0.05 0.20 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.20 0.05 0.20 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.188 0.20 0.05 4.55 0.46 1.80 0.50 0.075 1.47 0.94 0.075 6.35 0.50 1.30 0.958 1.829 0.963 3.75 0.80 0.17 0.33 0.075 0.166 0.05 1.550 3.03 1.55 4.55 0.33 0.72 0.05 0.95 0.73 1.63 3.93 0.80 0.17 0.30 0.05 0.35 0.15 0.80 0.075 0.075 0.075 0.075 0.10 0.05 C-5 C-1 C-1 C-1 C-5 C-5 C-1 C-1 C-1 C-5 C-3 C-2 C-2 C-2 C-3 C-3 C-2 C-2 C-2 C-2 5 5 5 5 5 5 5 5 C-2 C-2 C-2 C-2 C-3 5 5 5 5 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-3 C-3 C-3 C-3 C-3 5 5 5 5 5 5 5 5 5 5 5 5 5 8 Hierros Ø 1" Grado 60 + Est. Ø 3/8" Grado 60 en cofinados en los extremos a un 1/4 de luz. 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" C-4 Columna Tipo C-5 Escala: 1/12.5 Columna Tipo C-2 Escala: 1/12.5 5 5 5 5 5 5 5 5 4 Hierros Ø 1/2" Legitimo + Est. Ø 1/4" Legitimo en cofinados en los extremos a un 1/4 de luz.0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 5 5 5 5 5 5 5 Columna Tipo C-3 Escala: 1/12.5 2 Hierros Ø 1/2" Legitimo + Est. Ø 1/4" Legitimo en cofinados en los extremos a un 1/4 de luz. a 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 5 5 5 5 5 5 5 5 Columna Tipo C-4 Escala: 1/12.5 4 Hierros Ø 1/2" Legitimo + Est. Ø 1/4" Legitimo en cofinados en los extremos a un 1/4 de luz. 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 5 5 5 5 5 5 5 5 4 Hierros Ø 1/2" Legitimo + Est. Ø 1/4" Legitimo en cofinados en los extremos a un 1/4 de luz.a 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" Tension Ø 1/2" Corrida Hierros Ø 1/2" Solera de Amarre Escala: 1/12.5 Solera de Amarre Solera de Amarre Solera de Amarre Solera de Amarre Solera de Amarre Relleno de Material Selecto Relleno de Material Selecto Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 5 5 Electromalla 6x6 Cal. 7 / 7 Concreto con un espesor 0.10 Cm. Proporcion: 1:2:2 + Arena Cernida y Piedrin Triturado Ø 3/4" Electromalla 6x6 Cal. 7/7 Concreto con un espesor 0.10 Cm. Proporcion: 1:2:2 + Arena Cernida y Piedrin Triturado Ø 3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Columna Tipo C-1 Escala: 1/12.5 14 Hierros Ø 1" Grado 60 + Est. Ø 3/8" Grado 60 en cofinados en los extremos a un 1/4 de luz. 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" Estribo Ø 3/8" B B' Zapata tipo Z-1 Escala: 1/25 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 11 Hierros Ø 1" Grado 60 en ambos sentidos + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Detalle de Columna Tipo C-5 + Zapata Escala: 1/25 11 Est. Ø 3/8" Hierro Legitmo encofinados a 0.075 cm. 11 Est. Ø 3/8" Hierro Legitimo Encofinados a 0.075 7 Est. Ø 3/8" Hierro Legitmo Encofinados a 0.075 N.P.T 0.00 Concreto Proporcion 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 5 5 5 5 5 5 5 5 5 Detalle de Columna Tipo C-1 Corte B-B' + Zapata Escala: 1/25 5 5 5 5 5 5 5 5 5 N.P.T 0.00 5 5 5 5 Concreto Proporcion 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 16 Estribos Ø 3/8" Hierro Legitimo @ 0.075 m. o a 1/L4 Losa de Cimentacion Espesor de 0.10 + Electromalla 6x6 Cal. 7 5 16 Estribos Ø 3/8" Hierro Legitimo @ 0.075 o a 1/L4 5 5 5 5 5 5 0.15 0.35 1.96 1.66 0.65 1.66 0.15 1.66 0.65 1.66 0.15 1.66 0.65 0.64 1.03 0.15 1.03 0.71 0.35 0.15 0.15 0.35 7.69 1.20 0.50 3.75 1.00 0.621 0.30 0.35 2.27 0.35 2.27 0.57 1.00 0.15 0.35 2.92 0.50 1.99 0.50 2.98 0.35 0.15 1.30 0.15 2.52 0.15 0.90 0.10 0.10 1.99 0.10 0.10 0.90 1.28 0.15 1.30 1.30 0.15 0.35 2.50 1.13 0.65 1.66 0.15 1.66 0.65 1.66 0.15 1.66 0.65 1.66 0.15 1.74 0.50 8.89 0.35 0.35 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 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 +- 0.00 + 0.35 5 4.20 4.13 4.13 4.13 17.09 4.20 4.13 4.13 4.13 17.09 7.94 1.20 0.25 9.89 9.39 9.89 1 2 3 4 5 6 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 18 21 22 23 24 20 19 25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 1 2 3 4 5 A B 5 5 A B 1.21 0.97 1.21 0.97 1.03 0.83 1.03 0.83 0.83 1.21 0.97 1.21 0.97 1.03 0.83 1.03 1.21 0.97 1.21 0.97 1.03 0.83 1.03 0.83 1.21 0.97 1.21 0.97 1.03 0.83 1.03 0.83 1.21 0.97 1.21 0.97 1.03 0.83 1.03 0.83 1.21 0.97 1.21 0.97 1.03 0.83 1.03 0.83 0.05 0.50 0.13 0.07 0.05 0.68 0.12 0.05 0.11 0.07 0.11 0.05 0.40 0.12 0.80 0.97 0.57 0.71 0.71 0.57 1.21 1.21 1.21 1.21 0.97 0.97 0.03 0.20 0.09 0.03 0.23 0.12 0.35 0.03 0.07 0.07 0.03 0.20 0.03 0.06 0.10 0.03 0.08 0.12 0.20 0.03 0.05 0.05 0.03 0.15 9.39 0.25 2.10 2.25 0.20 2.25 2.10 1.31 1.69 9.89 0.25 0.25 0.25 4.70 2.35 2.35 0.68 0.40 0.05 0.35 0.28 0.07 0.05 0.12 0.07 0.11 0.05 0.12 0.80 0.45 0.45 0.68 0.40 0.05 0.35 0.28 0.07 0.05 0.12 0.07 0.11 0.05 0.12 0.80 0.72 0.05 0.15 0.17 0.05 1.55 3.03 3.75 0.33 0.95 0.73 3.93 0.80 0.17 0.30 0.05 0.35 0.075 0.075 0.075 0.075 0.10 0.05 1.80 1.55 0.72 0.05 0.15 1.80 0.25 0.25 1.55 0.17 0.05 1.55 3.03 3.75 0.33 0.95 0.73 3.93 0.80 0.17 0.30 0.05 0.35 1.00 0.075 0.075 0.075 0.075 0.10 0.05 0.11 0.05 0.11 0.05 0.15 0.075 0.075 0.075 0.075 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 V-2 V-2 V-1 V-1 V-2 Viga Tipo V-1 Escala: 1/20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 Hierros Ø 1" Grado 60 + Est. Ø 3/8" Legitimo en cofinados en los extremos a un 1/4 de luz. 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" Baston Ø 1" Grado 60 a 1/4L Hierros Corridos Ø 1" Grado 60 5 5 5 5 5 5 5 5 5 5 5 5 Viga Tipo V-2 Escala: 1/12.5 5 5 5 5 5 5 5 5 5 5 5 5 4 Hierros Ø 1/2" Legitimo + Est. Ø 1/4" en cofinados en los extremos a un 1/4 de luz. a 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" Tension Ø 1/2" Legitimo Hierros Corridos Ø 1/2" Legitimos V-3 V-3 Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Espesor de losa 0.12 Cm. Viga Tipo V-3 Escala: 1/12.5 5 5 5 5 5 5 5 5 5 5 5 5 4 Hierros Ø 1/2" Legitimo + Est. Ø 1/4" en cofinados en los extremos a un 1/4 de luz. a 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" Tension Ø 1/2" Legitimo Hierros Corridos Ø 1/2" Legitimos No. 4 @ 0.15 No. 4 @ 0.15 NOTA: La losa tendra un peralte de 0.12 M. con una proporcion de concreto de 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 1/2" V-2 V-2 V-2 V-2 V-2 V-1 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Viga Tipo V-1 Corte Transversal A - A' Escala: 1/20 5 5 5 5 5 5 5 5 5 5 5 5 8 Hierros Ø 1" Grado 60 y 2 Hierros Ø 5/8" Grado 60 corridos + Est. Ø 3/8" Legitimo en cofinados en los extremos a un 1/4 de luz. 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" Baston Ø 1" Grado 60 a 1/4L Hierros Corridos Ø 1" Grado 60 5 5 5 Corte de Viga Tipo V-2 Escala: 1/20 B B' 5 5 5 5 5 5 5 5 5 5 5 5 8 Hierros Ø 1" Grado 60 y 2 Hierros Ø 5/8" Grado 60 corridos + Est. Ø 3/8" Legitimo en cofinados en los extremos a un 1/4 de luz. 0.075 + Concreto proporcion 1:2:2 dando una resistencia de 217 kg/cm² Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 4 Bastones Ø 1" Grado 60 a 1/2L Hierros Corridos Ø 1" Grado 60 5 fe Ø 5/8" fe Ø 5/8" A A' Viga Tipo V-1 Corte Transversal B - B' Escala: 1/20 Concreto Proporcion 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 5 Estribos encofinados a 0.075 m Ø 3/8" 5 5 5 5 5 Detalle de Columna Tipo C-1 Corte B-B' + Zapata Escala: 1/20 5 5 5 5 5 5 5 5 N.P.T 0.00 5 5 5 5 Concreto Proporcion 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 16 Estribos Ø 3/8" Hierro Legitimo @ 0.075 m. o a 1/L4 Losa de Cimentacion Espesor de 0.10 + Electromalla 6x6 Cal. 7 16 Estribos Ø 3/8" Hierro Legitimo @ 0.075 o a 1/L4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Detalle de Columna Tipo C-1 Corte B-B' + Zapata Escala: 1/20 5 5 5 5 5 5 5 5 N.P.T 0.00 5 5 5 5 Concreto Proporcion 1:2:2 dando una resistencia de 217 kg/cm² + Arena de Rio Cernida y Piedrin Triturado Ø 1/2" 16 Estribos Ø 3/8" Hierro Legitimo @ 0.075 m. o a 1/L4 Losa de Cimentacion Espesor de 0.10 + Electromalla 6x6 Cal. 7 5 25 Estribos Ø 3/8" Hierro Legitimo @ 0.075 o a 1/L4 5 5 5 5 5 5 5 5 5 5 5 5 Hierro Ø 5/8" Legitimo 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, béton armé, columns, concrete, DETAIL, details, DWG, formwork, reinforced, reinforced concrete, schalung, stahlbeton