Planking Of HºAº DWG Block for AutoCAD

Planking Of HºAº DWG Block for AutoCAD

Wooden planking

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

steel sheet, beam, pos, scheme, steel sheet, beam, pos, scheme, steel sheet, columns, pos, scheme, beam, pos, scheme, beam, pos, scheme, beam, pos, scheme, beam, pos, scheme, shoes, pos, scheme, shoe, shoe, shoe, shoe, vcu, fork, ariostre, fork, braces, column formwork, board, turns tips, background board, low career, endurance piece, flanges, cradle, strut, bars, side board, joists, crossbar, beam formwork, flanges, strut, ribs, reinforcement scheme in columns, bars: corrugated, concrete:, fcd mpa, humidity: medium, type of environment: normal, aggregate size max:, normal control conditions, notes, fyd mpa, steel: ah, armor: passive, pos, pos, pos., diagrams, l. p., #, l. t., iron spreadsheet, date: June, calculation of a reinforced concrete gantry by the caquot method, blade: from, reinforced concrete, University of San Andres, civil engineering engineering faculty, teaching: ing miguel muñoz, civ, fork, braces, ariostre, endurance piece, turns tips, crossbar, strut, cradle, flanges, beam formwork, column formwork, braces, fork, board, low career, background board, flanges, joists, side board, bars, ribs, strut, esc, section, esc, section, side board, strut, every M., beam formwork, minimal coatings, bars: corrugated, concrete:, fcd mpa, humidity: medium, type of environment: normal, aggregate size max:, normal control conditions, notes, fyd mpa, steel: ah, armor: passive, esc, normal pin for corrugated bars, isometric scheme union beam column, shoe formwork, pos, pos, pos, section, esc, section, pos, esc, pos

Raw text data extracted from CAD file:

Planilla de aceros Viga 1 Pos Esquema a b c d e f Lp Nº Lt f P(Kg/ml) P(Kg) 1 0.1 6.85 0.1 7.05 4 28.2 12 0.89 25.098 2 3.25 3.25 4 13 10 0.62 8.06 3 0.1 5.8 0.1 6 4 24 12 0.89 21.36 4 2.5 2.5 4 10 10 0.62 6.2 5 0.1 5.9 0.1 6.1 4 24.4 12 0.89 21.716 6 3.4 3.4 4 13.6 10 0.62 8.432 7 0.05 4.85 0.05 4.95 3 14.85 12 0.89 13.217 8 2.35 2.35 2 4.7 16 1.58 7.426 9 9.9 9.9 3 29.7 12 0.89 26.433 10 8.8 8.8 2 17.6 16 1.58 27.808 11 0.05 3.8 0.05 3.9 3 11.7 12 0.89 10.413 12 0.05 0.15 0.4 0.15 0.4 0.05 1.2 93 111.6 6 0.22 24.552 13 0.05 1.1 0.05 1.2 93 111.6 6 0.62 69.192 a b c a a b c a a a b c e d d f a a a b c a b c a a a a a b c a b c Planilla de aceros Viga 2 Pos Esquema a b c d e f Lp Nº Lt f P(Kg/ml) P(Kg) 14 0.1 6.85 0.1 7.05 4 28.2 10 0.62 17.484 15 4.05 4.05 4 16.2 12 0.89 14.418 16 1.5 1.5 1 1.5 10 0.62 0.93 17 0.1 5.8 0.1 6 4 24 10 0.62 14.88 18 3.45 3.45 4 13.8 12 0.89 12.282 19 0.1 5.9 0.1 6.1 4 24.4 10 0.62 15.128 20 4.35 4.35 4 17.4 12 0.89 15.486 21 2.1 2.1 1 2.1 10 0.62 1.302 22 0.1 3.95 0.1 4.15 3 12.45 12 0.89 11.081 23 2.1 2.1 2 4.2 16 1.58 6.636 24 0.05 11.2 0.05 11.3 3 33.9 12 0.89 30.171 25 9.2 9.2 2 18.4 16 1.58 29.072 26 0.05 3.3 0.05 3.4 3 10.2 12 0.89 9.078 27 0.05 0.17 0.08 0.17 0.05 0.52 93 48.36 6 0.22 10.639 28 0.05 1.1 0.05 1.2 93 111.6 6 0.62 69.192 a b c a b c e d d f a a a a b c a a a b c a a a b c a a a a a b c a a b c a b c Planilla de aceros Columnas Pos Esquema a b c d e f Lp Nº Lt f P(Kg/ml) P(Kg) 29 2.4 2.4 16 38.4 12 0.89 34.176 30 0.05 0.15 0.15 0.15 0.15 0.05 0.7 52 36.4 6 0.62 22.568 31 0.05 0.15 0.2 0.15 0.2 0.05 0.8 52 41.6 6 0.62 25.792 32 2.6 2.6 16 41.6 12 0.89 37.024 33 0.05 0.15 0.25 0.15 0.25 0.05 0.9 52 46.8 6 0.62 29.016 34 0.05 0.15 0.3 0.15 0.3 0.05 1 52 52 6 0.62 32.24 35 0.2 3.6 3.8 16 60.8 12 0.89 54.112 36 0.2 3.6 3.8 8 30.4 10 0.62 18.848 34 0.05 0.15 0.35 0.15 0.35 0.05 1.1 52 57.2 6 0.62 35.464 a a a b c e d f a b c e d f a a a b c e d f a b c e d f a b c e d f a a b a a b Viga 1 Pos Esquema a b c d e f g h Lp Nº Lt f P(Kg/ml) P(Kg) 1 0.1 6.85 0.1 7.05 2 14.1 12 0.89 12.549 2 3.8 3.8 2 7.6 16 1.58 12.008 3 0.1 5.8 0.1 6 2 12 12 0.89 10.68 4 3.75 3.75 2 7.5 16 1.58 11.85 5 0.1 5.9 0.1 6.1 2 12.2 12 0.89 10.858 6 4.45 4.45 3 13.35 16 1.58 21.093 7 0.05 4.85 0.05 4.95 3 14.85 12 0.89 13.217 8 2.35 2.35 2 4.7 16 1.58 7.426 9 9.9 9.9 3 29.7 12 0.89 26.433 10 8.8 8.8 2 17.6 16 1.58 27.808 11 0.05 3.8 0.05 3.9 3 11.7 12 0.89 10.413 12 0.1 0.15 0.4 0.15 0.4 0.05 0.1 1.35 87 117.45 6 0.22 25.839 a b c a a b c a a a a a b c a b c a a a a a b c Viga 2 Pos Esquema a b c d e f g h Lp Nº Lt f P(Kg/ml) P(Kg) 13 0.1 6.85 0.1 7.05 2 14.1 12 0.89 12.549 14 4.45 4.45 3 13.35 16 1.58 21.093 15 0.1 5.8 0.1 6 2 12 12 0.89 10.68 16 3.9 3.9 3 11.7 16 1.58 18.486 17 0.1 5.9 0.1 6.1 2 12.2 12 0.89 10.858 18 4.7 4.7 3 14.1 16 1.58 22.278 19 0.1 3.95 0.1 4.15 3 12.45 12 0.89 11.081 20 2.1 2.1 2 4.2 16 1.58 6.636 21 0.05 11.2 0.05 11.3 3 33.9 12 0.89 30.171 22 9.2 9.2 2 18.4 16 1.58 29.072 23 0.05 3.3 0.05 3.4 3 10.2 12 0.89 9.078 24 0.05 0.17 0.08 0.17 0.05 0.52 87 45.24 6 0.22 9.9528 a b c a a a a b c a b c a a a b c a a a b c a a b c Viga 1 Pos Esquema a b c d e f g h Lp Nº Lt f P(Kg/ml) P(Kg) 1 0.1 6.85 0.1 7.05 2 14.1 12 0.89 12.549 2 3.8 3.8 2 7.6 16 1.58 12.008 3 0.1 5.8 0.1 6 2 12 12 0.89 10.68 4 3.75 3.75 2 7.5 16 1.58 11.85 5 0.1 5.9 0.1 6.1 2 12.2 12 0.89 10.858 6 4.45 4.45 3 13.35 16 1.58 21.093 7 0.05 4.85 0.05 4.95 3 14.85 12 0.89 13.217 8 2.35 2.35 2 4.7 16 1.58 7.426 9 9.9 9.9 3 29.7 12 0.89 26.433 10 8.8 8.8 2 17.6 16 1.58 27.808 11 0.05 3.8 0.05 3.9 3 11.7 12 0.89 10.413 12 0.05 0.63 0.4 0.15 0.4 0.63 0.05 2.3 87 200.1 6 0.22 44.022 a b c a a b c a a a a a b c a b c a a a a a b c Viga 2 Pos Esquema a b c d e f g h Lp Nº Lt f P(Kg/ml) P(Kg) 13 0.1 6.85 0.1 7.05 2 14.1 12 0.89 12.549 14 4.45 4.45 3 13.35 16 1.58 21.093 15 0.1 5.8 0.1 6 2 12 12 0.89 10.68 16 3.9 3.9 3 11.7 16 1.58 18.486 17 0.1 5.9 0.1 6.1 2 12.2 12 0.89 10.858 18 4.7 4.7 3 14.1 16 1.58 22.278 19 0.1 3.95 0.1 4.15 3 12.45 12 0.89 11.081 20 2.1 2.1 2 4.2 16 1.58 6.636 21 0.05 11.2 0.05 11.3 3 33.9 12 0.89 30.171 22 9.2 9.2 2 18.4 16 1.58 29.072 23 0.05 3.3 0.05 3.4 3 10.2 12 0.89 9.078 24 0.05 0.63 0.4 0.15 0.4 0.63 0.05 2.3 87 200.1 6 0.22 44.022 a b c a a a a b c a b c a a a b c a a a b c a a b c Zapatas Pos Esquema a b c d e f Lp Nº Lt f P(Kg/ml) P(Kg) Zapata A 26 0.1 1.3 0.1 1.5 10 15 12 0.89 13.35 27 0.2 60 0.3 60 0.2 120.7 4 482.8 6 0.62 299.34 Zapata B 28 0.1 1.7 0.1 1.9 20 38 12 0.89 33.82 29 0.4 0.9 0.4 0.9 0.4 3 4 12 6 0.62 7.44 Zapata C 30 0.1 1.7 0.1 1.9 20 38 12 0.89 33.82 31 0.4 0.9 0.4 0.9 0.4 3 4 12 6 0.62 7.44 Zapata D 32 0.1 1.1 0.1 1.3 10 13 12 0.89 11.57 33 0.15 1 0.3 1.45 2 2.9 6 0.62 1.798 a b c c d b a e a b c c d b a e a b c c d b a e a b c c b a 2 f\fTahoma|b0|i0|c0|p34; 16 145.36 2 f\fTahoma|b0|i0|c0|p34; 14 Vcu = 49.16 KN/m E f\fTahoma|b0|i0|c0|p34; 6 c/30 E f\fTahoma|b0|i0|c0|p34; 6 c/30 E f\fTahoma|b0|i0|c0|p34; 6 c/30 E f\fTahoma|b0|i0|c0|p34; 6 c/30 E f\fTahoma|b0|i0|c0|p34; 6 c/30 de 40 a 60cm HORQUETAS 3X3 ARIOSTRE 2x3 2X4 122.1037242733421 HORQUETAS 3X3 RIOSTRAS 1X4 1X5 RIOSTRAS 1X4 1X5 ENCOFRADO DE COLUMNA TABLERO 1X4 1X6 TORNA PUNTAS 1x3 1x4 TABLERO de FONDO 1x4 1x6 (jabalcón) (tabla de aguante) CARRERA BAJA 1x3 1x4 PIEZA DE AGUANTE 2x3 2x4 BRIDAS 1x2 1x3 CUÑA 3x6 4x6 PUNTAL 3x6 4x6 (tacos) BARROTES 1x3 1x4 TABLERO LATERAL 1x4 1x6 (costillas) (sopanda) VIGUETAS 2x3 2x4 TRAVESAÑO 3x3 3x4 ENCOFRADO DE VIGA BRIDAS 1x2 1x3 PUNTAL 3x3 COSTILLASL 2x3 2x4 \A1;30 a 40 cm \A1;>d2 \A1;>d2 Esquema de armaduras en Columnas 3d12 d 6 c/30 2d14 2d14 Barras: Corrugadas Hormigón: H-25 fcd = 16.67 MPa Humedad: Media Tipo de ambiente: Normal Tamaño max de agregado: 50mm Condiciones de Control Normal NOTAS fyd = 434.78 MPa Acero: AH - 500 F Armadura: Pasiva Pos 17 2d14 Pos 18 2d14 Pos 20 3d12 Pos4 2d16 Pos12 d6 c/20 Pos9 3d12 Pos 29 d6 c/20 Pos9 3d12 Pos3 2d12 Pos9 3d12 21 0.53 0.14 0.53 0.14 0.02 1.36 8 10.88 6 2.42 22 0.53 0.14 0.53 0.14 0.02 1.36 32 43.52 6 9.66 23 0.53 0.14 0.53 0.14 0.02 1.36 32 43.52 6 9.66 24 0.53 0.14 0.53 0.14 0.02 1.36 36 48.96 6 10.87 25 0.53 0.14 0.53 0.14 0.02 1.36 4 5.44 6 1.21 26 0.25 0.15 0.25 0.15 0.02 0.82 88 72.16 6 16.02 27 0.22 0.15 0.22 0.15 0.02 0.76 40 30.40 6 6.75 28 0.30 0.15 0.30 0.15 0.02 0.92 68 62.56 6 13.89 29 0.20 1.5 0.20 1.90 288 547.20 6 121.48 S = 1558.33 Kg d c b a d d c b a d d c b a d d c b a d d c b a d d c b a d d c b a d d c b a d a b c Pos. Diagramas a b c d e L. P. Nro. L. T. f Kg 1 1.14 1.14 4 4.56 10 2.81 2 3.96 3.96 8 31.68 14 38.26 3 1.67 1.67 8 13.36 14 16.14 4 2.28 2.28 8 18.24 14 22.03 5 0.20 3.96 0.20 4.36 8 34.88 14 42.13 6 0.20 3.84 0.20 4.24 8 33.92 14 40.97 7 0.20 3.17 0.20 3.57 8 28.56 14 34.49 8 0.20 3.17 0.20 3.57 8 28.56 14 34.49 9 0.20 3.96 0.20 4.36 8 34.88 14 42.13 10 0.20 3.84 0.20 4.24 8 33.92 14 40.97 11 1.84 1.84 8 14.72 14 17.78 12 1.79 1.79 8 14.32 14 17.30 13 1.02 1.02 4 4.08 10 2.51 14 5.7 5.70 8 45.60 14 55.08 15 5.70 5.70 8 45.60 14 55.08 16 3.9 3.90 16 62.40 14 75.37 17 3.90 3.90 16 62.40 14 75.37 18 3.70 3.70 8 29.60 14 35.75 19 3.70 3.70 8 29.60 14 35.75 20 8 8.00 384 3072.00 6 681.98 PLANILLA DE FIERROS b a b c a b c a b c a b c b b b a b c a b c b b b b b b b b b b Fecha: 13 de Junio de 2009 Cálculo de un Pórtico de Hormigón Armado por el método de Caquot Lámina: 3 de 3 Hormigón Armado I Universidad Mayor de San Andrés Facultad de Ingeniría - Ingeniería Civil Docente: Ing Miguel Muñoz CIV - 209 HORQUETAS 3X3 RIOSTRAS 1X4 1X5 ARIOSTRE 2x3 2X4 PIEZA DE AGUANTE 2x3 2x4 (tabla de aguante) (jabalcón) TORNA PUNTAS 1x3 1x4 TRAVESAÑO 3x3 3x4 (sopanda) (tacos) PUNTAL 3x6 4x6 CUÑA 3x6 4x6 BRIDAS 1x2 1x3 ENCOFRADO DE VIGA ENCOFRADO DE COLUMNA RIOSTRAS 1X4 1X5 HORQUETAS 3X3 TABLERO 1X4 1X6 CARRERA BAJA 1x3 1x4 TABLERO de FONDO 1x4 1x6 BRIDAS 1x2 1x3 VIGUETAS 2x3 2x4 (costillas) TABLERO LATERAL 1x4 1x6 BARROTES 1x3 1x4 COSTILLASL 2x3 2x4 PUNTAL 3x3 30 a 40 cm Esc 1:10 Sección B-B Esc 1:10 Sección A-A Tablero Lateral 1"x10" Puntal 3"x3" cada 0.5 m. Encofrado Viga d2 >d2 >d2 Recubrimientos mínimos d1 Barras: Corrugadas Hormigón: H-25 fcd = 16.67 MPa Humedad: Media Tipo de ambiente: Normal Tamaño max de agregado: 50mm Condiciones de Control Normal NOTAS fyd = 434.78 MPa Acero: AH - 500 F Armadura: Pasiva esc : 1:200 d 10 > 3.5 2.0 d 12 2.4 > 4.2 d 14 2.8 > 4.9 Patilla Normal para barras corrugadas Esquema Isométrico - Union viga columna ENCOFRADO DE ZAPATA Pos6 2d14 Pos4 2d14 Pos22 Ed6 c/30 Pos10 2d14 Pos12 2d14 Pos 20 4d6 Pos 29 d6 c/20 Pos7 2d14 Pos23 d6 c/30 Pos11 2d14 Pos 29 d6 c/20 Pos8 2d14 Pos3 2d14 Pos24 d6 c/30 Pos 29 d6 c/20 Sección C-C Esc 1:10 Pos2 2d14 Pos5 2d14 Pos24 d6 c/30 Sección D-D Pos 29 d6 c/20 Esc 1:10 Pos9 2d14 Pos13 1d12 Pos1 1d12 Pos9 2d14 Pos11 2d14 Pos5 2d14 Pos29 d6 c/30 Pos29 d6 c/30 Pos29 d6 c/30 Pos29 d6 c/30 Pos 20 4d6 Pos 20 4d6 Pos 20 4d6

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, coffrage, DWG, formwork, planking, schalung, shorings, sliderail system, slipform, verschalung, wooden