pesos angulos

PESO TEORICO EN kg/m. DIMENSIONES EN PULGADASANGULOS DE LADOS IGUALES

DIMENSIONES DIMENSIONES DIMENSIONES DIMENSIONES DIMENSIONES1/8 x 1/2 0.55 1/8 x 1 1/2 1.82 3/16 x 1 3/4 3.12 1/4 x 2 4.76 5/16 x 2 1/2 7.8 3/8 x 2 3/4 9.821/8 x 5/8 0.71 1/8 x 1 3/4 2.12 3/16 x 2 3.7 1/4 x 2 1/4 5.5 5/16 x 2 3/4 8.4 3/8 x 3 10.691/8 x 3/4 0.88 1/8 x 2 2.3 3/16 x 2 1/4 4.06 1/4 x 2 1/2 6.31 5/16 x 3 9.2 3/8 x 3 1/2 131/8 x 7/8 1.03 3/16 x 1 1.78 3/16 x 2 1/2 4.9 1/4 x 2 3/4 6.8 5/16 x 3 1/2 11.1 3/8 x 4 14.581/8 x 1 1.19 3/16 x 1 1/8 1.94 1/4 x 1 1/4 2.9 1/4 x 3 7.29 5/16 x 4 13 3/8 x 4 1/2 16.2

1/8 x 1 1/8 1.35 3/16 x 1 1/4 2.17 1/4 x 1 1/2 3.44 5/16 x 2 5.95 3/8 x 2 1/4 8.03 3/8 x 5 18.31/8 x 1 1/4 1.51 3/16 x 1 1/2 2.65 1/4 x 1 3/4 4.25 5/16 x 2 1/4 6.96 3/8 x 2 1/2 8.78 1/2 x 4 19

peso teórico por m.





DIMENSIONES


Perfiles Estructurales

EspecificaciónComposición química % en peso (máximo)

% de Descripción y uso final

KSI Mín. Ksi Mín. ElongaciònC Mn P S Si Cb 8" Mín.

0.25 1.20 * 0.04 0.05 0.4 --- 36 58 - 80 20

0.23 1.35 0.04 0.05 0.4 50 65 18

0.22 0.04 0.05 0.4 50 65 - 80 18

0.22 0.04 0.05 0.4 0.1 44 65 - 90 20

0.23 0.04 0.05 0.4 0.1 50 65 - 90 19

* Se requiere un contenido de manganeso de 0.85 - 1.35 % y silicio de 0.15 - 0.40 % para perfiles arriba de 426 lb/ft (634 Kg/m).

** Cb = 0.050 % es la certificación máxima en esta categoría, mas comúnmente el grado A 36/A 572 50 contendrá un valor de 0.005 - 0.025 %.

Dimensiones teóricas y propiedades para diseño

Peso Area PeralteAlma Patín

Distanciade patín ancho Espesores Ancho Espesores

peralte y patín en pulgadas(lb/ft) (Kg/m)

A d dtw In.

tw/2 bf bf tf tf T K K1In2 In. In. In. In. In. In. In. In. In. In.

W6 (6x4) 9 13.392 2.68 5.9 5 7/8 0.17 1/8 3.94 4 0.215 3/16 4 3/4 9/16 3/8

12 17.856 3.55 6.03 6 0.23 1/8 4 4 0.28 ¼ 4 3/4 5/8 3/8

16 23.808 4.74 6.28 6 1/4 0.26 1/8 4.03 4 0.405 3/8 4 3/4 ¾ 7/16

W 6 (6x6) 15 22.32 4.43 5.99 6 0.23 1/8 5.99 6 0.26 ¼ 4 3/4 5/8 3/8

20 29.76 5.87 6.2 6 1/4 0.26 1/8 6.02 6 0.365 3/8 4 3/4 ¾ 7/16

25 37.2 7.34 6.38 6 3/8 0.32 3/16 6.08 6 1/8 0.455 7/16 4 3/4 13/16 7/16

W 8 (8x4) 10 14.88 2.96 7.89 7 7/8 0.17 1/8 3.94 4 0.205 3/16 6 5/8 5/8 7/16

13 19.344 3.84 7.99 8 0.23 1/8 4 4 0.255 ¼ 6 5/8 11/16 7/16

15 22.32 4.44 8.11 8 1/8 0.245 1/8 4.015 4 0.315 5/16 6 5/8 ¾ ½

W 8 (8 x 5 1/4) 18 26.784 5.26 8.14 8 1/8 0.23 1/8 5.25 5 1/4 0.33 5/16 6 5/8 ¾ 7/16

21 31.248 6.16 8.28 8 1/4 0.25 1/8 5.827 5 1/4 0.4 3/8 6. 5/8 13/16 ½

W 10 (10 x 4) 12 17.856 3.54 9.87 9 7/8 0.19 1/8 3.96 4 0.21 3/16 8 5/8 5/8 7/16

15 22.32 4.41 9.99 10 0.23 1/8 4 4 0.27 ¼ 8 5/8 11/16 7/16

17 25.296 4.99 10.11 10 1/8 0.24 1/8 4.01 4 0.33 5/16 8 5/8 ¾ ½

Vigas "W" perfil rectangular, IPR

Limite Elástico

Ultima Tensión

* ASTM A 36Media resistencia para fabricación de perfiles (Viga, canal, ángulo)

** ASTM A 572 500.005 - 0.050

Estructural tipo (ARBA) para fabricación de perfiles (Viga, canal, ángulo)

** Dual A36/A 572 500.50 - 1.35

0.005 - 0.050

Grado dual (Estructural-ARBA) para fabricación de perfiles (Viga, canal, ángulo)

CSA G40.21 44W0.50 - 1.50

Especificación Canadiense, estándar para fabricación de perfiles (Viga, canal, ángulo)

CSA G40.21 50W0.50 - 1.50


Vigas "W" perfil rectangular (IPR)

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/astm-a-36-viga.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/astm-a-572-50-viga.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/dual-a-36-a-572-50-viga.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/csa-g4021-44w-viga.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/csa-g4021-50w-viga.htm

W 10 (10 x 4)

19 28.272 5.62 10.24 10 1/4 0.25 1/8 4.02 4 0.395 3/8 8 5/8 13/16 ½

Criterios para secciones compactas

d/Af

PatínMódulos plásticos Eje Z - Zde patín ancho Eje X - X Eje Y - Y

peralte y patín en pulgadasbf/2tf

FyId/tw

FyII rt I S r I S r Zx ZyKsi Ksi In. In4. In3. In. In4. In3. In. In3. In3.

W 6 (6 x 4) 9.2 50.3 34.7 54.8 1.03 6.96 16.4 5.56 2.47 2.19 1.11 0.905 6.23 1.72

7.1 --- 26.2 --- 1.05 5.38 22.1 7.31 2.49 2.99 1.5 0.918 8.3 2.32

5 --- 24.2 --- 1.08 3.85 32.1 10.2 2.6 4.43 2.2 0.966 11.7 3.39

W 6 (6 x 6) 11.5 31.8 26 --- 1.61 3.85 29.1 9.72 2.56 9.32 3.11 1.46 10.8 4.75

8.2 62.1 23.8 --- 1.64 2.82 41.4 13.4 2.66 13.3 4.41 1.5 14.9 6.72

6.7 --- 19.9 --- 1.66 2.31 53.4 16.7 2.7 17.1 5.61 1.52 18.9 8.56

W 8 (8 x 4) 9.6 45.8 46.4 30.7 0.99 9.77 30.8 7.81 3.22 2.09 1.06 0.841 8.87 1.66

7.8 --- 34.7 54.7 1.01 7.83 39.6 9.91 3.21 2.73 1.37 0.843 11.4 2.15

6.4 --- 33.1 60.3 1.03 6.41 48 11.8 3.29 3.41 1.7 0.876 13.6 2.67

W 8 (8 x 5 1/4) 8 --- 35.4 52.7 1.39 4.7 61.9 15.2 3.43 7.97 3.04 1.23 17 4.66

6.6 --- 33.1 30.2 1.41 3.93 75.3 18.2 3.49 9.77 3.71 1.26 20.4 5.69

W 10 (10 x 4) 9.4 47.5 51.9 24.5 0.96 11.9 53.8 10.9 3.9 2.18 1.1 0.785 12.6 1.74

7.4 --- 43.4 35 0.99 9.25 68.9 13.8 3.95 2.89 1.45 0.81 16 2.3

6.1 --- 42.1 37.2 1.01 7.64 81.9 16.2 4.05 3.56 1.78 0.844 18.7 2.8

5.1 --- 41 39.4 1.03 6.45 96.3 18.8 4.14 4.29 2.14 0.874 21.6 3.35

Dimensiones teóricas y propiedades para diseño.

Peso Area Peralte Alma Patín Distanciade patín ancho

(lb/ft) (Kg/m)

A d d Espesores Ancho Espesores T K K1

peralte y patín en pulgadas In2. In. In.tw In.

tw/2 bf bf tf tf In. In. In.In. In. In. In. In.

W 10 (10 x 5 3/4) 22 32.736 6.49 10.17 10 1/8 0.24 1/8 5.75 5 3/4 0.36 3/8 8 5/8 ¾ ½

26 38.688 7.61 10.33 10 3/8 0.26 1/8 5.77 5 3/4 0.44 4/16 8 5/8 7/8 ½

30 44.64 8.84 10.47 10 1/2 0.3 3/16 5.81 5 3/4 0.51 ½ 8 5/8 15/16 ½

W 12 (12 x 4) 14 20.832 4.16 11.91 11 7/8 0.2 1/8 3.97 4 0.225 1/4 10 1/2 11/16 ½

16 23.808 4.71 11.99 12 0.22 1/8 3.99 4 0.265 1/4 10 1/2 ¾ ½

19 28.272 5.57 12.16 12 1/8 0.235 1/8 4.005 4 0.35 3/8 10 1/2 13/16 ½

22 32.736 6.48 12.31 12 1/4 0.26 1/8 4.03 4 0.425 7/16 10 1/2 7/8 ½

W 12 (12 x 6 1/2) 26 38.688 7.65 12.22 12 1/4 0.23 1/8 6.49 6 1/2 0.38 3/8 10 1/2 7/8 ½

30 44.64 8.79 12.34 12 3/8 0.26 1/8 6.52 6 1/2 0.44 7/16 10 1/2 15/16 ½

35 52.08 10.3 12.5 12 1/2 0.3 3/16 6.56 6 1/2 0.52 ½ 10 1/2 1 9/16

W 12 (12 x 8) 40 59.52 11.8 11.94 12 0.295 3/16 8.005 8 0.515 ½ 9 1/2 1 1/4 ¾

45 66.96 13.2 12.06 12 0.355 3/16 8.045 8 0.575 9/16 9 1/2 1 1/4 13/16

50 74.4 14.7 12.19 12 1/4 0.37 3/16 8.08 8 1/8 0.64 5/8 9 1/2 1 3/8 13/16

W 14 (14 x 6 3/4) 30 44.64 8.85 13.84 13 7/8 0.27 1/8 6.73 6 3/4 0.385 3/8 12 15/16 5/8

34 50.592 10 13.98 14 0.285 3/16 6.745 6 3/4 0.455 7/16 12 1 5/8

38 56.544 11.2 14.1 14 1/8 0.31 3/16 6.77 6 3/4 0.515 ½ 12 1 1/16 5/8

Vigas "W" perfil rectangular IPR


Criterios para secciones compactas

d/Af

PatínMódulos plásticos Eje Z - Zde patín ancho Eje X - X Eje Y - Y

peralte y patín en pulgadasbf/2tf

FyId/tw

FyII rt I S r I S r Zx ZyKsi Ksi In. In4. In3. In. In4. In3. In. In3. In3.

W 10 (10 x 5 3/4) 8 --- 42.4 36.8 1.51 4.91 118 23.2 4.27 11.4 3.97 1.33 26 6.1

6.6 --- 39.7 41.8 1.54 4.07 144 27.9 4.35 14.1 4.89 1.36 31.3 7.5

5.7 --- 34.9 54.2 1.55 3.53 170 32.4 4.38 16.7 5.75 1.37 36.6 8.84

W 12 (12 x 4) 8.8 54.3 59.6 18.6 0.95 13.3 88.6 14.9 4.62 2.36 1.19 0.753 17.4 1.9

7.5 --- 54.5 22.2 0.96 11.3 103 17.1 4.67 2.82 1.41 0.773 20.1 2.26

5.7 --- 51.7 24.7 1 8.67 130 21.3 4.82 3.76 1.88 0.822 24.7 2.98

4.7 --- 47.3 29.5 1.02 7.19 156 25.4 4.91 4.66 2.31 0.847 29.3 3.66

W 12 (12 x 6 1/2) 8.5 57.9 53.1 23.4 1.72 4.95 204 33.4 5.17 17.3 5.34 1.51 37.2 8.17

7.4 --- 47.5 29.3 1.73 4.4 238 38.6 5.21 20.3 6.24 1.52 43.1 9.56

6.3 --- 41.7 38 1.74 3.66 285 45.6 5.25 24.5 7.47 1.54 51.2 11.5

W 12 (12 x 8) 7.8 --- 40.5 40.3 2.14 2.9 310 51.9 5.13 44.1 11 1.93 57.5 16.8

7 --- 36 51 2.15 2.61 350 58.1 5.15 50 12.4 1.94 64.7 19

6.3 --- 32.9 60.9 2.17 2.36 394 64.7 5.18 56.3 13.9 1.96 72.4 21.4

W 14 (14 x 6 3/4) 8.7 55.3 51.3 25.1 1.74 5.34 291 42 5.73 19.6 5.82 1.49 47.3 8.99

7.4 --- 49.1 27.4 1.76 4.56 340 48.6 5.83 23.3 6.91 1.53 54.6 10.6

6.6 --- 45.5 31.9 1.77 4.04 385 54.6 5.87 26.7 7.88 1.55 61.5 12.1

Dimensiones teóricas y propiedades para diseño

Peso Area Peralte Alma Patín Distanciade patín ancho

(lb/ft) (Kg/m)

A d d Espesores Ancho Espesores T K K1

peralte y patín en pulgadas In2. In. In.tw In.

tw/2 bf bf tf tf In. In. In.In. In. In. In. In.

W 14 (14 x 8) 43 63.984 12.6 13.66 13 5/8 0.305 3/16 7.995 8 0.53 ½ 11 1 5/16 7/8

48 71.424 14.1 13.79 13 3/4 0.34 3/16 8.03 8 0.595 5/8 11 1 3/8 7/8

53 78.864 15.6 13.92 13 7/8 0.37 3/16 8.06 8 0.66 11/16 11 1 7/16 15/16

W 16 (16 x 7) 36 53.568 10.6 15.86 15 7/8 0.295 3/16 6.985 7 0.43 7/16 13 5/8 1 1/8 ¾

40 59.52 11.8 16.01 16 0.305 3/16 6.995 7 0.505 ½ 13 5/8 1 3/16 13/16

45 66.96 13.3 16.13 16 1/8 0.345 3/16 7.035 7 0.565 9/16 13 5/8 1 1/4 13/16

50 74.4 14.7 16.26 16 1/4 0.38 3/16 7.07 7 1/8 0.63 5/8 13 5/8 1 5/16 13/16

57 84.816 16.8 16.43 16 3/8 0.43 1/4 7.12 7 1/8 0.715 11/16 13 5/8 1 3/8 7/8

W 18 (18 x7 1/2) 50 74.4 14.7 17.99 18 0.355 3/16 7.495 7 1/2 0.57 9/16 15 1/2 1 1/4 13/16

55 81.84 16.2 18.11 18 1/8 0.39 3/16 7.53 7 1/2 0.63 5/8 15 1/2 1 5/16 13/16

60 89.28 17.6 18.24 18 1/4 0.415 1/4 7.555 7 1/2 0.695 11/16 15 1/2 1 3/8 13/16

65 96.72 19.1 18.35 18 3/8 0.45 1/4 7.59 7 5/8 0.75 ¾ 15 1/2 1 7/16 7/8

71 105.648 20.8 18.47 18 1/2 0.495 1/4 7.635 7 5/8 0.81 13/16 15 1/2 1 1/2 7/8

W 18 (18 x 11) 76 113.088 22.3 18.21 18 1/4 0.425 1/4 11.035 11 0.68 11/16 15 1/2 1 3/8 13/16

86 127.968 25.3 18.39 18 3/8 0.48 1/4 11.09 11 1/8 0.77 ¾ 15 1/2 1 7/16 7/8

97 144.336 28.5 18.59 18 5/8 0.535 5/16 11.145 11 1/8 0.87 7/8 15 1/2 1 9/16 7/8

106 157.728 31.1 18.73 18 3/4 0.59 5/16 11.2 11 1/4 0.94 5/16 15 1/2 1 5/8 15/16



W 18 (18 x 11)

119 177.072 35.1 18.97 19 0.655 5/16 11.265 11 1/4 1.06 1 1/16 15 1/2 1 3/4 15/16

Perfiles Estructurales Canales "C" (CPS)


% de

Descripción y uso finalKSI Mín. Ksi Mín. Elongaciòn (Pulgadas)

C Mn P S Si Cb 8" Mín.

0.25 1.20 * 0.04 0.05 0.4 --- 36 58 - 80 20 CANAL C

0.23 1.35 0.04 0.05 0.4 0.005 - 0.050 50 65 18 CANAL C

0.22 0.04 0.05 0.4 0.005 - 0.050 50 65 - 80 18 CANAL C

0.22 0.04 0.05 0.4 0.1 44 65 - 90 20 CANAL C

0.23 0.04 0.05 0.4 0.1 50 65 - 90 19 CANAL C


Peso Area PeraltePatín Alma

Distancia

d/Af

Eje X - X Eje Y - YEspesor Espesor

(lb/ft) (kg/m)A d bf tf tw X eo I S r I S r

In2. In. In. In. In. In. In. In4. In3. In. In4. In3. In.C 6 (6 x 2) 8.2 12.201 2.4 6 1.92 0.343 0.2 0.511 0.599 9.1 13.1 4.38 2.34 0.693 0.492 0.537

10.5 15.624 3.09 6 2.034 0.343 0.314 0.499 0.486 8.59 15.2 5.06 2.22 0.866 0.564 0.529

13 19.344 3.83 6 2.157 0.343 0.437 0.514 0.38 8.1 17.4 5.8 2.13 1.05 0.642 0.525

C 8 (8 x 2 1/4) 11.5 17.112 3.38 8 2.26 0.39 0.22 0.571 0.697 9.08 32.6 8.14 3.11 1.32 0.781 0.625

13.75 20.46 4.04 8 2.343 0.39 0.303 0.553 0.604 8.75 36.1 9.03 2.99 1.53 0.854 0.615

18.75 27.9 5.51 8 2.527 0.39 0.487 0.565 0.431 8.12 44 11 2.82 1.98 1.01 0.599

C 10 ( 10 x 2 5/8) 15.3 22.766 4.49 10 2.6 0.436 0.24 0.634 0.796 8.81 67.4 13.5 3.87 2.28 1.16 0.713

20 29.76 5.88 10 2.739 0.436 0.379 0.606 0.637 8.36 78.9 15.8 3.66 2.81 1.32 0.692

25 37.2 7.35 10 2.886 0.436 0.526 0.617 0.494 7.94 91.2 18.2 3.52 3.36 1.48 0.676

30 44.64 8.82 10 3.033 0.436 0.673 0.649 0.369 7.55 103 20.7 3.42 3.94 1.65 0.669

C 12 (12 x 3) 20.7 30.802 6.09 12 2.942 0.501 0.282 0.698 0.87 8.13 129 21.5 4.61 3.88 1.73 0.799

25 37.2 7.35 12 3.047 0.501 0.387 0.674 0.746 7.85 144 24.1 4.43 4.47 1.88 0.78

30 44.64 8.82 12 3.17 0.501 0.51 0.674 0.618 7.55 162 27 4.29 5.14 2.06 0.763

Limite Elástico

Ultima Tensión

Tamaño Nominal


** ASTM A 572 50Estructural tipo (ARBA) para fabricación de perfiles (Viga, canal, ángulo)

** Dual A36/A 572 500.50 - 1.35


CSA G40.21 44W0.50 - 1.50


CSA G40.21 50W0.50 - 1.50


Canales "C" Perfil Estándar CPS

Ancho

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/astm-a-36-canal.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/astm-a-572-50-canal.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/dual-a-36-a-572-50-canal.htm

http://www.ahmsa.com/acero/Acero-AHMSA/perfiles/csa-g4021-44w-canal.htm




% de



0.25 1.20 * 0.04 0.05 0.4 --- 36 58 - 80 20 CANAL C

0.23 1.35 0.04 0.05 0.4 0.005 - 0.050 50 65 18 CANAL C

0.22 0.04 0.05 0.4 0.005 - 0.050 50 65 - 80 18 CANAL C

0.22 0.04 0.05 0.4 0.1 44 65 - 90 20 CANAL C

0.23 0.04 0.05 0.4 0.1 50 65 - 90 19 CANAL C


Limite Elástico

Ultima Tensión

Tamaño Nominal



** Dual A36/A 572 500.50 - 1.35


CSA G40.21 44W0.50 - 1.50


CSA G40.21 50W0.50 - 1.50


Alma PatínDistanciaEspesores Ancho

d tw tw/2 bf tf T KIn. In.In. In. In. In. In. In. In.

C 6 (6x 2) 6 0.2 3/16 1/8 1.92 1 7/8 0.343 5/16 4 3/8 13/16 5/16 5/8

6 0.314 4/16 3/16 2.034 2 0.343 5/16 4 3/8 13/16 3/8 5/8

6 0.437 7/16 3/16 2.157 2 1/8 0.343 5/16 4 3/8 13/16 5/16 5/8

C 8 ( 8 x 2 1/4) 8 0.22 ¼ 1/8 2.26 2 1/4 0.39 3/8 6 1/8 15/16 3/8 ¾

8 0.303 5/16 1/8 2.343 2 3/8 0.39 3/8 6 1/8 15/16 3/8 ¾

8 0.487 ½ ¼ 2.527 2 1/2 0.39 3/8 5/18 15/16 3/8 ¾

C 10 (10 x 2 5/8) 10 0.24 ¼ 1/8 2.6 2 5/8 0.436 7/16 8 1 7/16 ¾

10 0.379 3/8 3/16 2.739 2 3/4 0.436 7/16 8 1 7/16 ¾

10 0.526 ½ ¼ 2.886 2 7/8 0.436 7/16 8 1 7/16 ¾

10 0.673 11/16 5/16 3.033 3 0.436 7/16 8 1 7/16 ¾

C 12 (12 x 3) 12 0.282 5/6 1/8 2.942 3 0.501 ½ 9 3/4 1 1/8 ½ 7/8

Canales Perfil Estándar (CPS)

Peralte

Agarre o Apriete

Máx. Patín

Atiesado








% de



0.25 1.20 * 0.04 0.05 0.4 --- 36 58 - 80 20 CANAL C

0.23 1.35 0.04 0.05 0.4 0.005 - 0.050 50 65 18 CANAL C

0.22 0.04 0.05 0.4 0.005 - 0.050 50 65 - 80 18 CANAL C

0.22 0.04 0.05 0.4 0.1 44 65 - 90 20 CANAL C

0.23 0.04 0.05 0.4 0.1 50 65 - 90 19 CANAL C


Limite Elástico

Ultima Tensión

Tamaño Nominal



** Dual A36/A 572 500.50 - 1.35


CSA G40.21 44W0.50 - 1.50


CSA G40.21 50W0.50 - 1.50


C 12 (12 x 3)

12 0.387 3/8 3/16 3.047 3 0.501 ½ 9 3/4 1 1/8 ½ 7/8

12 0.51 ½ ¼ 3.17 3 1/8 0.501 ½ 9 3/4 1 1/8 ½ 7/8






Longitudes especiales bajo pedido. MASA NOMINAL TOLERANCIAS

kg/m kg/6m

Lado Espesor 2400

mm 3400

mm mm 4800

25 x 3 0.589 3.534

+ - 1. 0

+ - 0. 5

26%25 x 4 0.785 4.7125 x 6 1.178 7.06830 x 3 0.707 4.24230 x 4 0.942 5.65230 x 6 1.413 8.47838 x 3 0.895 5.3738 x 4 1.193 7.15838 x 6 1.79 10.7450 x 3 1.178 7.06850 x 4 1.57 9.4250 x 6 2.355 14.1365 x 6 3.062 18.372

+ - 1. 575 x 6 3.533 21.198

Tolerancia de longitud: + - 100 mm

Fabricadas en largo estándar de 6 metros.

DIMENSIÓN

PROPIEDADES

MECÁNICAS kgf/cm2

Límite de fluencia mínimo

Resistencia a la

tracción mínima

Resistencia a la

tracción máxima

Alargamiento (%) mínimo con probeta Lo=5.65 *(Ao)1/2 mm

TABLA 1. Tubería Cuadrada

22 20 18 16 14- Pulg. 0.03 0.038 0.05 0.063 0.078- mm 0.75 0.9 1,200 1,600 1,900- - - - - - -

DIMENSIÓN EXTERIORPESO DEL TUBO DE 6 MTS EN Kg.Pulgadas mm

1/2" 12.7 - 2.1 - - -3/4" 19.05 2.7 3.1 4.1 - -7/8" 22.23 - 3.6 4.7 - -1" 25.4 - 4.2 5.5 6.9 -

1 1/2" 38.1 - 6.4 8.5 10.6 13.2

Tabla 2. Tubería Rectangular

22 20 18 16- Pulg. 0.03 0.038 0.05 0.063- mm 0.75 0.9 1,200 1,500- - - - - -

Sección ( L x A )PESO DEL TUBO DE 6 MTS EN Kg.Pulgadas mm

1/2" x 1" 12 x 25 2.32 2.79 3.71 4.61" x 2" 25 x 50 5.19 6.23 8.31 10.36

3" x 1 1/2" 75 x 38 7.82 9.39 12.51 15.644" x 1 1/2" 100 x 38 9.55 11.47 15.29 19.11

Calibre U.S.G

-

Calibre U.S.G

Tabla 3. Tubería Redonda

22 20 18 16 14- Pulg. 0.03 0.038 0.05 0.063 0.078- mm 0.75 0.9 1,200 1,600 1,900- - - - - - -

DIAMETRO EXTERIORPESO DEL TUBO DE 6 MTS EN Kg.Pulgadas mm

1/2" 12.7 1.4 1.6 2.1 - -5/8" 15.87 1.8 2.1 2.7 3.3 -3/4" 19.01 2.1 2.5 3.3 4 5.47/8" 22.23 - 2.9 3.8 4.7 5.91" 25.4 - 3.4 4.4 5.4 6.8

1 1/8" 28.57 3.2 3.8 5 - -1 1/4" 31.75 - 4.2 5.5 6.9 8.61 1/2" 38.1 - 5 6.7 8.3 10.41 5/8" 41.28 - 5.5 - - 11.31,663 42.24 - 5.6 - 9.2 11.51,900 48.26 - 6.4 8.5 10.6 13.22,000 50.8 - 6.7 9 - -2,360 59.94 - 8 - 13.2 16.52 1/2" - - - - - 17.52 3/4" 69.85 - - - - 19.6

3" 76.2 - - - - 21.1

Subir

-

Calibre U.S.G

Tabla 14. Tubería de Acero SCH 40 Negra y Galvanizada

Diámetro Exterior Espesor de la ParedPeso del Tubo

Negro GalvanizadoPulg. Pulg. mm Pulg. mm Kg. Kg.1/2" 0.84 21.34 0.109 2.77 8 8.5 1273/4" 1,050 26.67 0.109 2.77 10.3 11 911" 1,315 33.4 0.125 3.17 14.8 15.7 61

1 1/4" 1,660 42.16 1,380 3.5 21 22 371 1/2" 1,900 48.26 1,380 3.5 24.2 25.4 37

2" 2,375 60.33 0.146 3.7 32.1 33.6 37

Tabla 15. Tubería Negra y Galvanizada Liviana y PesadaPara la conducción de Fluidos

. Diámetro Exterior Espesor de la ParedPeso del Tubo

Negro Galvanizado- Pulg. Pulg. mm Pulg. mm Kg. Kg.

PESADA

1/2" 0.827 21 0.085 2.15 6.2 6.7 1273/4" 1,056 26.82 0.085 2.15 8.3 8.8 911" 1,319 33.5 1,109 2.77 12.9 13.7 61

1 1/4" 1,663 42.24 1,109 2.77 16.5 17.6 371 1/2" 1,900 48.26 1,109 2.77 19.1 20.3 37

2" 2,360 59.94 1,118 3 26.5 27.9 372 1/2" 1,840 72.14 0.125 3.17 33.3 35 19

3" 3,470 88.14 0.138 3.5 45 47.1 194" 4,470 113.54 0.146 3.7 61.7 64.5 7

- - - - - - - - -

LIVIANA

3/8" 0.665 16.89 0.071 1.8 4 4.5 1271/2" 0.819 20.8 0.079 2 5.5 6 1273/4" 1,053 26.75 0.079 2 7.7 8.3 911" 1,310 33.27 0.1 2.54 11.8 12.6 61

1 1/4" 1,660 42.16 0.1 2.54 15.4 16.4 371 1/2" 1,900 48.26 0.109 2.77 19.1 20.2 37

2" 2,360 59.94 0.109 2.77 24.3 25.7 37

Diámetro Nominal

Unidad de Empaque

Diámetro Nominal

Unidad de Empaque

Tabla 16. Tubería Cerramiento.

14 16- Pulg. 0.078 0.063- mm 1,900 1,500- - -

DIAMETRO EXTERIORPESO TUBO X 6 MTSPulgadas mm

1.9 48.26 14 11.82.36 59.94 18.4 13.8

Calibre U.S.G

Tabla 1. Láminas de Acero Laminadas en FrioEspecificaciones Técnicas

Calidades más comunes

Composición Química Propiedades Mecánicas Aplicaciones más

L C MN P S SI

Límite Elástico

Resistencia

% Alar Dureza

frecuentes

ASTM JIS G 3141 - - - - - - a la tracción

A 366 SPCC

Min - - - - - - - - - 32 -

General comercialMax 0.12 0.5 0.04 0.05 - - - - 39 -

A 619 SPCD

Min - - - - - - - - - 34 -

Estampado profundoMax 0.1 0.45 0.04 0.04 - - - - 41 -

A 620 SPCE

Min - - - - - - - - - 36 -

Max 0.08 0.4 0.03 0.03 - - - - 43 -

Calibre

Espesor Peso

milimetros Kg/m²

C. 26 0.46 3.61

C. 24 0.61 4.79

C. 23 0.7 5.5

C. 22 0.75 5.89

- 0.85 6.67

C. 20 0.9 7.07

C. 18 1.2 9.42

C. 16 1.5 11.78

C. 14 1.9 14.92

C. 12 2.5 19.63

28 Kg/mm²

28 Kg/mm²

Estampado extraprofundo

28 Kg/mm²

Dimensiones y pesos de planchas comerciales

Tabla 2. Láminas Estiradas en CalienteEspecificaciones Técnicas


Composición Química Propiedadees Mecánicas Aplicaciones

L C MN P S SI CU

Límite Elástico % Alar

más

ASTM JIS G 3141 (x 100) (x 100) (x 100) (x 100) (x 100) (x 100) frecuentes

A - 36 ST 33 - 1.2

Min 80 - - 15 - 400MPa 20

Estructuras

metálicas en

Max 25 120 4 4 30 20 250MPa 550MPa 23 general

A - 283 GR C RST 37 - 1.2

Min 50 - - 7 - - 380MPa 20

Tanques

de

Max 18 90 3.5 3.5 35 30 205MPa 450MPa 23 almacenmiento.

A - 131 GR A RST 34 - 1.2

Min - 53 - - - - - 400MPa 21

Construcción

naval en

Max 21 - 4 4 50.4 - 235MPa 490MPa 24 general

Calibre Espesor Peso

Pulgadas milimetros Kg/m²

C16 1.5 11.78

C14 1.9 14.92

C12 2.5 19.63

C11 3 23.55

1/8" 3.17 24.88

- 4 31.4

- 4.5 35.33

3/16" 4.76 37.37

- 6 47.1

1/4" 6.35 49.85

5/16" 7.94 62.33

- 9 70.65

3/8" 9.53 74.81

- 12 94.2

1/2" 12.7 99.7

- 15 117.75

- 19 149.15

- 25 196.25

- 32 251.2

- 38 298.3

- 50 392.5

- 63 494.55

- 75 588.75

Resistencia a la Tracción

23 Kg/mm² -

41 Kg/mm²

25 Kg/mm²

56 Kg/mm²

- 39

Kg/mm² 21

Kg/mm²46

Kg/mm²

- 41

Kg/mm² 23

Kg/mm²50

Kg/mm²


- 100 785

Tabla 3. Láminas GalvanizadaEspecificacions Técnicas


Composición Química Propiedades Mecánicas Aplicaciones

L C MN P S SI

Limite Elástico % Alar Dureza

más

ASTM JIS G 3141 - - - - - - Frecuentes

A 366 SPCC

Min - - - - - - - 32 - General

Max 0.12 0.5 0.04 0.05 - - - 39 - comercial

A 619 SPCD

Min - - - - - - - 34 - Estampado

Max 0.1 0.45 0.04 0.04 - - - 41 - profundo

A 620 SPCE

Min - - - - - - - 36 - Estampado

Max 0.08 0.4 0.03 0.03 - - - 43 - extraprofundo

Espesor M²

L Calibre Milimetro -

A - - Kg.

M 31 0.27 2.27

I 30 0.3 2.51

N 29 0.34 2.87

A 28 0.35 2.93

S 27 0.42 3.49

- 26 0.45 3.71

- 25 0.53 4.38

- 24 0.6 4.89

G 23 0.68 5.57

A 22 0.7 5.71

L 21 0.88 7.15

V 20 0.9 7.28

A 19 1.06 8.6

N 18 1.2 9.69

I 17 1.37 11.04

Z 16 1.5 12.05

A 15 1.71 13.73

D 14 1.9 15.19

A 13 2.28 18.21

S 12 2.5 19.9

- 11 3 23.75

Resistencia a Tracción

- - 28

Kg/mm²

- - 28

Kg/mm²

- - 28

Kg/mm²


Tabla 4. Láminas de Acero InoxidablesEspecificaciones Técnicas


Composición Química Propiedades Químicas Aplicaciones

L C MN P S SI Cr Ni

Límite Elástico

Resistencia

% Alar Dureza

más

AISI Acerinox - - - - - - - - a la Tracción Frecuentes

AISI 304 ACX 120

MIN - - - - - 18 8 - 60 82

Tubos

-Caldería

MAX 0.08 2 0.04 0.03 0.75 19 9 - -

AISI 316 ACX 250

MIN - - - - - 16.5 10.5 - 57 81

Industira

textil-

MAX 0.07 2 0.04 0.03 0.75 18 12 - -

AISI 310 ACX 350

MIN - - - - - 24 19 - 45 85 Hornos

MAX 0.07 2 0.04 0.03 0.75 26 22 - - -Chimeneas

AISI 430 ACX 500

MIN - - - - - 16 - - - - 31 82

Electrodomés-

ticos-

Construcción

MAX 0.1 1 0.04 0.03 0.75 17.5 - - - - - - interior


- mm Kg/m²

C. 30 0.3 2.36

C. 28 0.35 2.75

C. 26 0.46 3.61

C. 24 0.61 4.79

C. 23 0.7 5.5

C. 22 0.75 5.89

C. 20 0.9 7.07

C. 18 1.2 9.42

C. 16 1.5 11.78

C. 14 1.9 14.92

C. 12 3.5 19.63

- 3 23.55

- 4.5 35.33

- 6 47.1

31 Kg/mm²

-

70 Kg/mm²

-

- - -

-Ind. Alimenticia-Nuclear-Menaje

31 Kg/mm²

-

60 Kg/mm²

-

- - -

Alimenticia-Química-

Petroquímica31

Kg/mm²

- 67

Kg/mm² -

- - -

31 Kg/mm²

-


Tabla 5. Láminas Alfajor o AntideslizantesEspecificaciones Técnicas


Composiciones Químicas Propiedades Mecánicas Aplicaciones

L C MN P S SI Cu

Límite Elástico % Alar

más

ASTM DIN (x 100) (x 100) (x 100) (x 100) (x 100) (x 100) Frecuentes

ASTM 569 -

MIN - - - - - - - - - - -

Fabricación de

pisos

MAX 15 60 3.5 1 - - 250MPa 365MPa 22 antideslizantes


- MM Kg/m²

C. 12 2.5 19.63

C. 11 3 23.55

- 4 31.4

- 4.5 35.33

- 6 47.18


25 Kg/mm²

35 Kg/mm²


EspecificacionesComposición Química Propiedades Mecánicas

Elementos ASTM- - Tipo 1 Tipo 2

A - 36

36000

1/2. 3/8. 5/16 20

0.26 0.23 0.23 58000 min 1/4 17.5

- 1.35 1.35

psi

80000 máx 3/16 15

0.04 0.04 0.04 psi 1/8 12.5

0.05 0.05 0.0550000

65000 min 1/2. 3/8. 5/16 180.04 0.4 0.4 1/4 15.5

Vanadio - 0.01-0.15

psi

psi 3/16 13

Niobio - - 1/8 10.5* * *

* 0.20 cuando se especifiqueTabla 2. Canal en U o C

Design. Peso Area Dimensiones Propiedades Constantes

Cd x Peso P AAltura Alas Alma Eje X-X Eje Y-Y Flexión

dplgxlb/pie kgf/m cm² mm cm cm cmC12x20.7 30.6 39 305 75 12.7 7.2 5.32 349 11.7 156 27 2 1.72 1,770C10x15.3 22.6 28.8 254 66 11.1 6.1 2.78 219 9.82 91.7 18 1.78 1.56 1,610C 8x11.5 17.1 21.8 203 57 9.91 5.6 1.35 133 7.88 53.1 12 1.56 1.41 1,400C 6x8.2 12.2 15.5 152 49 8.71 5.1 544 71.4 5.92 27.9 7.7 1.34 1.26 1,220C 4x5.4 8 10.2 102 40 7.52 4.7 159 31.3 3.95 12.8 4.4 1.12 1.13 1,030C 3X4.1 6.2 7.9 76 36 6.93 4.3 69 18.2 2.96 7.96 3.2 1 1.07 0.939

Tabla 3. Perfiles UPNDimensiones y propiedades para el diseño


UPNd P AAltura Alas Alma Eje X-X Eje Y-Y Flexión

dmm x mm kgf/m cm² mm cm cm cmUPN 100 10.6 13.5 100 50 8.5 6 205 41.1 3.91 29.1 8.45 1.47 1.55 1.46UPN 160 18.9 24 160 65 10.5 7.5 925 116 6.21 85 18.2 1.88 1.84 1.8UPN 200 25.3 32.2 200 75 11.5 8.5 1.91 191 7.71 148 26.9 2.14 2.01 2UPN 260 37.9 48.3 260 90 14 10 4.82 371 10 317 47.8 2.56 2.37 2.38UPN 300 46.1 58.8 300 100 16 10 8.03 535 11.7 493 67.6 2.9 2.7 2.81

ASTM A36

ASTM A572 GRADO 50

Punto de

Fluencia

mínimo


Alagamiento mínimo% en 200mm (8

pulgadas)

Carbono Máx%

Manganeso Máx%Fósforo Máx%

Azufre Máx%

A - 572 Grado

50

Silicio Máx%

0.005-0.05Cobre Min

%

bf tf tw Ix Sx rx Iy Sy ry rt d/Af

cm4 cm3 cm4 cm3 cm-1



Tabla 4. Perfiles I Estandar Americano - SDimensiones y propiedades para el diseño

Designa-

Dimensiones

Area Peso

Propiedades Elásticas

Cons-tors

Altura Alad

Eje X-X Eje Y-Yh s b t Zx Zy Jt

ción mm mm mm mm mm cm² kg/mt cm cmS 4 x 7.7 102 4.9 67.64 7.44 64 14.6 11.5 253 49.8 4.17 31.8 9.4 1.48 57.32 15.8 2.91S 6 x 12.5 152 5.89 84.63 9.12 108 23.7 18.6 920 12.8 6.22 75.75 17.9 1.79 138.8 30.32 7.08

Tabla 5. Vigas I Estandar Europeo - IPNPERFILES IPN Dimensiones y propiedades para el diseñoDesignación AREA PESO

ALTURA ALA DISTANCIAS EJE X-X EJE Y-Y

h s b t r1 r2 d Ix Sx rx Iy Sy ry Zx Zy Jt

mm mm mm mm mm mm mm cm² kg/mt cm4 cm3 cm cm4 cm3 cm cm3 cm3 cm4

IPN 100 100 4.5 50 6.8 4.5 2.7 75 10.6 8.34 171 34.2 4.01 12.2 4.88 1.07 39.8 8.09 1.6

IPN 160 160 6.3 74 9.5 6.3 3.8 125 22.8 17.9 935 117 6.4 54.7 14.8 1.55 136 24.9 6.57

IPN 200 200 7.5 90 11.3 7.5 4.5 159 33.4 26.2 2140 214 8 117 26 1.87 250 43.5 13.5

IPN 260 260 9.4 113 14.1 9.4 5.6 208 53.3 41.9 5740 442 10.4 288 51 2.32 514 85.9 33.5

IPN 300 300 10.8 125 16.2 10.8 6.5 241 69 54.2 9800 653 11.9 451 72.2 2.56 762 121 56.8

IPN 360 360 13 143 19.5 13 7.8 290 97 76.1 19610 1090 14.2 818 114 2.9 1276 194 115

Módulo Plástico

Ix Sx rx Iy Sy ry

cm4 cm3 cm4 cm3 cm3 cm3 cm4

DIMENSIONES

PROPIEDADES ELASTICAS

MODULO PLASTICO

Constors

Tabla 6. Vigas I Livianas de Alas Paralelas - IPEPERFILES IPE Dimensiones y propiedades para el diseñoDesigna- Area Peso

ALTURA ALA DISTANCIAS EJE X-X EJE Y-Y

h s b t r c d Ix Sx rx Iy Sy ry Zx Zy Jt

ción mm mm mm mm mm mm mm cm² kg/mt cm4 cm3 cm cm4 cm3 cm cm3 cm3 cm4

IPE 80 80 3.8 46 5.2 5 69.6 59.6 7.64 6 80.1 20 3.24 8.5 3.7 1.05 23.2 5.8 0.7

IPE 100 100 4.1 55 5.7 7 88.6 74.6 10.3 8.1 171 34.2 4.07 15.9 5.8 1.24 39.4 9.1 1.2

IPE 120 120 4.4 64 6.3 7 107.4 93.4 13.2 10.4 318 53 4.9 27.7 8.6 1.45 6.7 13.6 1.74

IPE 140 140 4.7 73 6.9 7 126.2 112.2 16.4 12.9 541 77.3 5.74 44.9 12.3 1.65 88.3 19.2 2.45

IPE 160 160 5 82 7.4 9 145.2 127.2 20.1 15.8 869 109 6.58 68.3 16.7 1.84 124 26.1 3.6

IPE 180 180 5.3 91 8 9 164 146 23.9 18.8 1,317.00 146 7.42 101 22.2 2.05 166 34.6 4.79

IPE 200 200 5.6 100 8.5 12 183 159 28.5 22.4 1,943.00 194 8.26 1.42 28.5 2.24 221 44.6 6.98

IPE 220 220 5.9 110 9.2 12 201.6 177.6 33.4 26.2 2,772.00 252 9.11 205 37.3 2.48 285 58.1 9.07

IPE 240 240 6.2 120 9.8 15 220.4 190.4 39.1 30.7 3,892.00 324 9.97 284 74.3 2.69 367 73.9 12.9

IPE 270 270 6.6 135 10.2 15 249.6 219.6 45.9 36.1 5,790.00 429 11.2 420 62.2 3.02 484 97 15.9

IPE 300 300 7.1 150 10.7 15 278.6 248.6 53.8 42.2 8,356.00 557 12.5 604 80.5 3.35 628 125 20.1

IPE 330 330 7.5 160 11.5 18 307 271 62.6 49.1 11,770.00 713 13.7 788 98.5 3.55 804 154 28.1

IPE 360 360 8 170 12.7 18 334.6 298.6 72.7 57.1 16,270.00 904 15 1,043.00 123 3.79 1,019.00 191 37.3

IPE 400 400 8.6 180 13.5 21 373 331 84.5 66.3 23,130.00 1,156.00 16.5 1,318.00 146 3.95 1,307.00 229 51.1

IPE 450 450 9.4 190 14.6 21 420.8 378.8 98.8 77.6 33,740.00 1,500.00 18.5 1,676.00 176 4.12 1,702.00 276 66.9

IPE 500 500 10.2 200 16 21 468 126 116 90.7 48,200.00 1,928.00 20.4 2,142.00 214 4.31 2,194.00 336 89.3

IPE 550 550 11.1 210 17.2 24 515.6 467.6 134 106 67,120.00 2,441.00 22.3 2,668.00 254 4.45 2,787.00 401 123

IPE 600 600 12 220 19 24 526 514 156 122 92,080.00 3,069.00 24.3 3,387.00 308 4.66 3,512.00 486 165

DIMENSIONES


MODULO PLASTICO

Constors

Tabla 7. Vigas HEADimensiones y propiedades para el diseño


HEAd P A

Altura Alas Alma Eje X-X Eje Y-Y Flexión

d

mm x mm kgf/m cm² mm cm cm cm

HEA 100 16.7 21.2 96 100 8 5 349 72.7 4.05 134 26.7 2.51 2.77 1,200

120 19.9 25.3 114 120 8 5 606 106 4.89 231 38.4 3.02 3.33 1,190

140 24.7 31.4 133 140 8.5 5.5 1.03 155 5.73 389 55.6 3.52 3.87 1,120

160 30.4 38.8 152 160 9 6 1.67 220 6.57 76.9 3.98 4.42 1,060

180 35.5 45.3 171 180 9.5 6 2.51 294 7.45 924 103 4.52 4.98 1,000

HEA 200 42.3 53.8 190 200 10 6.5 3.69 389 8.28 1.33 133 4.98 5.53 0.95

260 68.2 86.8 250 260 12.5 7.5 10.5 836 11 3.66 282 6.5 7.2 0.769

HEA 300 88.3 113 290 300 14 8.5 18.3 1.260.0 12.7 6.31 420 7.49 8.3 0.69

340 105 133 330 300 16.5 9.5 27.7 1.680.0 14.4 7.43 495 7.46 8.28 0.667

360 112 143 350 300 17.5 10 33.1 1.890.0 15.2 7.88 525 7.43 8.26 0.667

HEA 400 125 159 390 300 19 11 45.1 2.310.0 16.8 8.56 571 7.34 8.21 0.684

450 140 178 440 300 21 11.5 63.7 2.900.0 18.9 9.46 631 7.29 8.18 0.698

500 155 198 490 300 23 12 87 3.550.0 21 10.4 691 7.24 8.15 0.71

550 166 212 540 300 24 12.5 112 4.150.0 23 10.8 721 7.15 8.1 0.75

HEA 600 178 226 590 300 25 13 141 4.790.0 25 11.3 751 7.05 8.06 0.787

Tabla 8. Vigas HEBPERFILES HEB Dimensiones y propiedades para el diseño

Designa- PESO AREA

ción ALAS ALMA EJE X-X EJE Y-Y FLEXION

HEBd P A d bf tf tw Ix Sx rx Iy Sy ry Zx Zy

mm x mm kgf/m cm² mm cm4 cm3 cm cm4 cm3 cm cm cm-1

160 42.6 54.3 160 160 13 8 2,490.00 311 6.78 889 111 4.05 4.43 0.769

260 93 118 260 260 17.5 10 ### 1150 11.2 5,130.00 395 6.58 7.21 0.571

300 117 149 300 300 19 11 ### 1680 13 8,560.00 5671 7.58 8.32 0.526



DIMENSIONES

PROPIEDADES

Constantes

ALTURA

Tabla 9. Vigas H Americanas de Ala ancha- WFPERFILES WF Dimensiones y propiedades para el diseño

Designa- Area Peso Cons-

ALA EJE X-X EJE Y-Y

h s b t r c d Ix Sx rx Iy Sy ry Zx Zy Jt

ción mm mm mm mm mm mm mm cm² kg/mt cm4 cm3 cm cm4 cm3 cm cm3 cm3 cm4

WF4x13 102 6.5 100 9.4 6 83.2 71.2 24.5 19.35 441 86.4 4.24 157 31.4 2.53 99.5 48 6.9

WF6x15 152 5.8 152 6.6 6 138.8 126.8 28.4 22.32 1,205.00 159 6.51 387 50.9 3.69 176 77.5 4.31

WF6x20 157 6.6 153 9.3 6 138.4 126.4 37.9 29.76 1,714.00 218 6.73 556 72.6 3.83 244 111 10.2

WF8x31 203 7.2 203 11 10 181 161 58.6 46.13 4,543.00 448 8.81 1,535.00 151 5.12 495 229 22.2

WF8x40 210 9.1 205 14.2 10 181.6 161.6 75.6 59.53 6,111.00 582 8.99 2,040.00 199 5.2 6.53 303 46.8

WF10x22 258 6.1 146 9.1 8 239.8 223.8 41.7 32.74 4,895.00 379 10.8 473 64.7 3.36 425 99.5 10

WF10x49 253 8.6 254 14.2 13 224.6 195.6 92.9 72.92 11,280.00 892 11 3,880.00 306 6.46 986 463 57.8

WF10x60 260 10.7 256 17.3 13 225.4 199.4 114 89.29 14,260.00 1097 11.2 4,841.00 378 6.51 1,227.00 575 105

WF12x26 310 5.8 165 9.7 8 290.6 274.6 49.4 38.69 8,518.00 550 13.1 727 88.1 3.84 611 135 12.7

WF12x65 308 9.9 305 15.4 15 277.2 247.2 123 96.72 22,240.00 1444 13.4 7,286.00 478 7.69 1,591.00 725 91.5

WF14x30 352 6.9 171 9.8 10 332.4 312.4 57.3 44.65 12,160.00 691 14.6 818 98.7 3.78 778 148 16.2

WF14x61 353 9.5 254 16.4 15 320.2 290.2 116 90.78 26,690.00 1,512.00 15.2 4,483.00 353 6.23 1,676.00 538 91.2

WF14x90 356 11.2 369 18 15 320 290 171 133.93 41,510.00 2,332.00 15.6 15,080.00 718 9.4 2,562.00 1237 169

WF16x36 403 7.5 177 10.9 10 381.2 361.2 68 53.57 18,600.00 923 16.5 1,009.00 114 3.85 1,045.00 177 22.8

DIMENSIONES


MODULO PLASTICO

ALTURA

DISTANCIAS

Tabla 10. Perfiles Estructural "C"Propiedades Mecánicas de la sección completa

Espesor Calibre A B C Peso Area X m t Vena Warping j

mm # mm mm mm kg/ml mm² mm mm mm rx mm ry mm ro mm

PHR-C60 3 11 60 40 14 3.58 429.3 14.4 23.6 1.287.9 91510858.2 47.3 230729 87294 7691 3616.6 23.2 14.3 46.7

x40-3.0 mm

PHR-C60

2.5 12 60 40 14 21.98 363.8 14.6 23.8 758 81,693,981 47.6 199584 76484 6652.8 3170.6 23.4 14.5 47.3x40-2.5 mm

1.9 14 60 40 14 2.27 282 14.9 24.1 339.4 67,351,339 48 158508 61650 5283.6 2557.4 23.7 14.8 48x40-1.9 mm

1.5 16 60 40 14 1.79 225.6 15.2 24.2 169.2 56,095,663 48.3 128805 50580 4293.5 2099.1 23.9 15 48.4x40-1.5 mm

1.2 18 60 40 14 1.43 182.2 15.3 24.4 87.5 46,697,213 48.5 105276 41632 3509.2 1728.3 24 15.1 48.8x40-1.2 mm

0.9 20 60 40 14 1.07 138 15.5 24.5 37.3 36,432,346 48.7 80652 32115 2688.4 1333.7 24.2 15.3 49.1

PHR-C120

3 11 120 60 13 5.72 723.3 17.4 28.7 2.169.9 926,540,066 77.8 1625934 310414 27099 7550.5 47.4 20.7 6939x60-3.0 mm

PHR-C120

2.5 12 120 60 13 4.77 608.8 17.7 28.9 1.268.4 806,032,752 77.9 1383565 267792 23059 6516.1 47.7 21 6939x60-2.5 mm

1.9 14 120 60 13 3.62 468.2 18 29.2 563.5 644,683,607 78 1077920 212011 17965 5160.9 48 21.3 70.6x60-1.9 mm

1.5 16 120 60 13 2.86 372.6 18.2 29.4 279.4 526,457,667 78.1 865039 171931 14417 4186.4 48.2 21.5 71.1x60-1.5 mm

1.2 18 120 60 13 2.29 299.8 18.3 29.6 143.9 431,868,198 78.2 700523 140313 11675 3417.2 48.3 21.6 71.4x60-1.2 mm

0.9 20 120 60 13 1.72 226.2 18.5 29.7 61.1 332,106,440 78.3 531802 107335 8863.4 2614.5 48.5 21.8 71.8x60-0.9 mm

PHR-C16

3 11 160 60 20 7.16 885.3 16.9 29.2 2.655.9 2,316,887,708 92.4 3365235 412396 42065 9915.9 61.7 21.6 80

PHR-C160

2.5 12 160 60 20 5.97 743.8 17.2 29.5 1.549.6 2,003,598,471 92.3 2852311 354342 35654 8518.8 61.9 21.8 80.5x60-2.5 mm

1.9 14 160 60 20 4.53 570.8 17.4 29.8 686.9 1,591,308,516 92.3 2211889 279234 27649 6711.9 62.2 22.1 81.2x60-1.9 mm

1.5 16 160 60 20 3.58 453.6 17.6 30 340.2 1,293,426,778 92.3 1769649 225770 22121 5426.2 62.5 22.3 81.6

Referencia Perfil

Momento de Inercia

Modulo de Sección

Radio de Giro

J mm4 Cw mm6 Ix mm4 Iy mm4 Sx mm3 Sy mm3

PHR/PAG-C60

PHR/PAG-C60

PHR/PAG-C60

PHR/PAG-C60x40-0.9 mm

PHR/PAG-C120

PHR/PAG-C120

PHR/PAG-C120

PHR/PAG-C120

0x60-3.0 mm

PHR/PAG-C160

PHR/PAG-C160x60-1.5 mm

Tabla 10. Perfiles Estructural "C"Propiedades Mecánicas de la sección completa

1.2 18 160 60 20 2.86 364.6 17.8 30.1 175 1,057,464,219 92.3 1429853 183849 17873 4418.3 62.6 22.5 82x60-1.2 mm

PHR-C220

3 11 220 80 20 9.54 1.185.3 21 35.8 3.555.9 9,161,075,531 127.3 8625872 932157 78417 16200.2 85.3 28 106.2X80-3.0 mm

PHR-C220

2.5 12 220 80 20 7.95 993.8 21.2 36.1 2.070.5 7,851,745,846 127.1 7279716 795628 66179 13826 85.6 28.3 106.8X80-2.5 mm

1.9 14 220 80 20 6.04 760.8 21.5 36.4 915.6 6,170,466,928 126.9 5616578 622110 51060 10809.4 85.9 28.6 107.5X80-1.9 mm

1.5 16 220 80 20 4.77 603.6 21.7 36.6 452.7 4,980,653,729 126.8 4478615 500439 40715 8694.6 86.1 28.8 107.9X80-1.5 mm

1.2 18 220 80 20 3.82 484.6 21.8 36.7 232.6 4,051,048,903 126.8 3609688 405985 32815 7053.1 86.3 28.9 108.3X80-1.2 mm

PHR-C30

3 11 305 80 25 11.78 1.470.3 18.5 33.8 4.410.9 21,543,425,444 178.1 19268714 1E+06 126352 18811.3 114.5 27.7 128.9

PHR-C30

2.5 12 305 80 25 9.81 1.231.3 18.7 34 2.565.3 18,405,884,198 177.5 16223589 962605 106384 16026.8 114.8 28 129.4

1.9 14 305 80 25 7.76 941.3 19 34.3 1.132.8 14,410,235,706 176.7 12482372 751517 81852 12504.7 115.2 28.3 130X80-1.9 mm

PHR-C355

3 11 355 110 25 14.32 1.800.3 26.3 45.8 5.400.9 64,298,487,035 203.1 33392926 3E+06 188129 31532.4 136.2 37.9 158.7

PHR-C355

2.5 12 355 110 25 11.93 1.506.3 26.5 46 3.138.2 54,636,274,291 202.7 28061252 2E+06 158092 26731 136.5 38.2 159.2

1.9 14 355 110 25 9.07 1.150.3 26.8 46.3 1.384.3 42,500,697,475 202.3 21540680 2E+06 121356 20734.1 136.8 38.5 159.9

PHR/PAG-C160

PHR/PAG-C220

PHR/PAG-C220

PHR/PAG-C220

5X80-3.0 mm

5X80-2.5 mmPHR/PAG-C305

X110-3.0 mm

X110-2.5 mmPHR/PAG-C355X110-1.9 mm

Tabla 11. Perlines PerfilamosPropiedades Físicas

Referencia

e a b c Peso Area d m Warping j Momento Inercia Radio de Giro

mm cm cm cm kg/m cm² cm cm cm rx cm ry cm ro cm

3" x 2" 2 7.62 5.08 1.91 3.08 3.92 1.97 3.06 0.0522 268.92 6.02 36.01 14.55 9.45 4.67 3.03 1.93 6.18

4" x 2" 2 10.16 5.08 1.91 3.48 4.42 1.74 2.85 0.059 441.14 6.56 70.78 16.29 13.93 4.88 4 1.92 6.38

5" x 2" 2 12.7 5.08 1.91 3.88 4.93 1.56 2.67 0.0658 676.71 7.46 119.83 17.67 18.87 5.02 4.93 1.89 6.77

6" x 2" 2 15.24 5.08 1.91 4.28 5.44 1.41 2.52 0.0725 981.51 8.69 184.79 18.79 24.25 5.13 5.83 1.86 7.27

6" x 2-5/8" 2 15.24 6.67 1.91 4.78 6.07 2.02 3.32 0.081 1856.8 9.21 220.7 36.32 28.96 7.81 6.03 2.45 8.41

7" x 2-5/8" 2 17.78 6.67 1.91 5.18 6.58 1.86 3.17 0.0878 2569.85 10.33 316.37 38.22 35.59 7.95 6.94 2.41 8.9

8" x 2-5/8" 2 20.32 6.67 1.91 5.58 7.09 1.73 3.03 0.0945 3430.9 11.7 433.28 39.86 42.65 8.07 7.82 2.37 9.45

8" x 3" 2.5 20.32 7.62 1.91 7.3 9.28 2.05 3.47 0.1933 5706.58 11.83 581.91 67.43 57.27 12.1 7.92 2.7 10.2

St Vena

Módulo de Sección

J cm4 Cw cm6 Ix cm4 Iy cm4 Sx cm3 Sy cm3

Area9 mm 0.64 0.8110 mm 0.79 111 mm 0.95 1.2112 mm 1.13 1.44

1/2" 1.27 1.615/8" 1.98 2.523/4" 2.85 3.631" 5.07 6.45

Tabla 12. Barras Cuadradas

Medidas B=B

Kg./ m

Tabla 13. Propiedades Geométricas de los ÁngulosDimensiones Espesor "t" Peso Area Ejes XX-YYpulg mm pulg mm lb/ft kg/ml pul² cm² r cm r cm

4x4 1/4 6.35 6.6 9.82 1.94 12.5 124.9 18.03 3.17 2.77 2.03

4x4 5/16 7.94 8.2 12.2 2.4 15.5 154 21.3 3.15 2.84 2

4x4 3/8 9.53 9.8 14.58 2.86 18.5 184.8 24.58 3.12 2.89 2

4x4 ½ 12.7 12.8 19.5 3.75 24.4 233.1 32.78 3.1 3 1.983x3 1/4 6.35 4.9 7.29 1.44 9.3 49.94 9.51 2.36 2.13 1.49

3x3 5/16 7.94 6.1 9.08 1.78 11.5 62.43 11.61 2.34 2.2 1.49

3x3 3/8 9.53 7.2 10.71 2.11 13.6 74.92 13.6 2.31 2.26 1.47

3x3 ½ 12.7 9.4 13.99 2.75 17.7 91.56 18.03 2.29 2.36 1.47

1-Aug 3.18 2.08 3.1 0.61 3.93 15.81 3.45 2 1.7 1.24

3/16 4.76 3.07 4.57 0.9 5.8 22.89 4.92 1.98 1.75 1.24

1/4 6.35 4.1 6.1 1.19 7.66 29.13 6.39 1.95 1.82 1.24

2x2 1-Aug 3.18 1.65 2.46 0.48 3.09 7.91 2.13 1.6 1.39 1.01

2x2 3/16 4.76 2.44 3.63 0.71 4.57 11.24 3.14 1.57 1.44 0.99

2x2 1/4 6.35 3.19 4.75 0.94 6.07 14.57 4.1 1.55 1.49 0.99

1-Aug 3.18 1.44 2.14 0.42 2.72 5.24 1.62 1.39 1.23 0.88

3/16 4.76 2.12 3.15 0.62 4.01 7.45 2.36 1.36 1.29 0.87

1/4 6.35 2.77 4.12 0.81 5.25 9.45 3.05 1.34 1.34 0.87

1-Aug 3.18 1.23 1.83 0.36 2.32 3.33 1.15 1.19 1.06 0.76

3/16 4.76 1.8 2.68 0.53 3.42 4.58 1.64 1.17 1.11 0.74

1/4 6.35 2.34 3.48 0.69 4.45 5.83 2.13 1.14 1.19 0.74

1x1 1-Aug 3.18 0.8 1.19 0.23 1.48 0.83 0.49 0.76 0.76 0.5

1x1 3/16 4.76 1.16 1.73 0.34 2.18 1.25 0.66 0.76 0.81 0.48

1x1 1/4 6.35 1.49 2.22 0.44 2.84 1.78 0.98 0.74 0.86 0.5

Eje ZZ

I cm4 S cm3 x1 - y1 cm101.6 x 101.6

101.6 x 101.6

101.6 x 101.6

101.6 x 101.676.2 x 76.2

76.2 x 76.2

76.2 x 76.2

76.2 x 76.2

2 1/2x2 1/2

63.5 x 63.5

2 1/2x2 1/2

63.5 x 63.5

2 1/2x2 1/2

63.5 x 63.5

50.8 x 50.8

50.8 x 50.8

50.8 x 50.8

1 3/4x1 3/4

44.45 x 44.45

1 3/4x1 3/4

44.45 x 44.45

1 3/4x1 3/4

44.45 x 44.45

1 1/2x1 1/2

38.1 x 38.1

1 1/2x1 1/2

38.1 x 38.1

1 1/2x1 1/2

38.1 x 38.1

25.4 x 25.4

25.4 x 25.4

25.4 x 25.4

Tabla 14. Perfiles en LDimensiones y propiedades para el diseño

Designa- Dimensiones

Area Peso

Propiedades Elásticas

ción Altura=Ala Radios Eje X-X = Y-Y Eje W-W Eje Z-Z

h s r1 r2 x=y w z

mm mm mm mm mm mm mm² kg/mt mm mm mm

L 2.5 x 19 19 2.5 4 2 5.5 13.2 7.8 90 0.71 2.8 210 5.6 4.5 340 7.1 1.1 140 3.5

L 2.5 x 25 25 2.5 4 2 7 17.7 9.9 120 0.95 6.8 380 7.5 11 620 9.5 2.6 270 4.7

L 2.5 x 38 38 2.5 6 3 10 26.9 14.1 188 1.47 24.7 880 11.5 40.2 14.6 9.2 650 7

-

L 3 x 19 19 3 4 2 2.7 13.4 8.1 106 0.83 3.3 250 5.6 5.3 390 7 1.3 160 3.5

L 3 x 25 25 3 4 2 7.2 17.7 10.2 142 1.11 8 450 7.5 12.8 730 9.5 3.2 310 4.7

L 3 x 30 30 3 5 2.5 8.4 21.2 11.9 173 1.36 14.1 650 9 22.8 11.5 5.5 460 5.6

L 3 x 38 38 3 6 3 10.3 26.9 14.6 222 1.74 29.5 1.070.00 11.5 47.7 14.7 11.3 780 7.1

-

L 4.5 x 25 25 4.5 4 2 7.8 17.7 11.1 206 1.62 11.1 650 7.4 17.6 9.3 4.7 420 4.7

L 4.5 x 30 30 4.5 5 2.5 9 21.2 12.8 252 1.98 19.9 950 8.9 31.8 11.2 8.1 630 5.7

Ix Sx rx Iw Sw rw Iz Sz rz

10³mm4 mm3 10³mm4 mm3 10³mm4 mm3

1.500.00

1.070.00

1.770.00

1.000.00

1.500.00

Tabla 15. Platinas

Kg./m

.

MEDIDAS HxB Kg./m AREA cm²1/8 x 1/2 0.32 1.92 560 0.4 1/4 x 1 1.27 7.62 140 1.611/8 x 5/8 0.4 2.4 450 0.5 1/4 x 1.1/4 1.59 9.54 110 2.021/8 x 3/4 0.48 2.88 375 0.6 1/4 x 1.1/2 1.9 11.4 90 2.121/8 x 1 0.63 3.78 280 0.81 1/4 x 2 2.53 15.18 70 3.23

1/8 x 1.1/4 0.79 4.74 225 1.01 1/4 x 2.1/2 3.17 19.02 56 1.031/8 x 1.1/2 0.95 5.7 180 1.21 1/4 x 3 3.8 22.8 45 4.84

1/8 x 2 1.27 7.62 140 1.61 1/4 x 4 5.07 30.42 34 6.451/8 x 2.1/2 1.58 9.48 112 2.01 3/8 x 1 1.9 11.4 91 2.42

1/8 x 3 1.9 11.4 91 2.42 3/8 x 1.1/2 2.85 17.1 60 3.633/16 x 1/2 0.48 2.88 375 0.6 3/8 x 2 3.8 22.8 45 4.843/16 x 5/8 0.6 3.6 300 0.76 3/8 x 2.1/2 4.75 28.5 36 6.053/16 x 3/4 0.71 4.26 240 0.91 3/8 x 3 5.7 34.2 30 7.253/16 x 1 0.95 5.7 180 1.21 3/8 x 4 7.6 45.6 24 9.67

1.19 7.14 150 1.51 1/2 x 1 2.53 15.18 70 3.231.43 8.58 120 1.81 1/2 x 1.1/2 3.8 22.8 45 4.84

3/16 x 2 1.9 11.4 90 2.42 1/2 x 2 5.07 30.42 34 8.452.38 14.28 75 3.02 1/2 x 2.1/2 6.33 37.98 28 8.06

3/16 x 3 2.85 17.1 60 3.63 1/2 x 3 7.6 45.6 24 9.683/16 x 4 3.8 22.8 45 4.84 1/2 x 4 10.13 60.78 17 12.91/4 x 1/2 0.64 3.84 280 0.81 1/2 x 5 12.66 75.96 14 16.131/4 x 5/8 0.79 4.74 225 1.01 1/2 x 6 15.2 91.2 11 19.351/4 x 3/4 0.95 5.7 180 1.21

MEDIDAS HxB

kg./unid. 6 m

unid/paquete 6 m

AREA cm²

kg./unid. 6 m

unid/paquete

6 m

3/16 x 1.1/43/16 x 1.1/2

3/16 x 2.1/2

Tabla 1. Mallas ElectrosoldadasDimensión Estandar 6 mt de Longitud x 2.40 mt de Ancho (14.4 M²)

ESPACIAMIENTO (CM) DIÁMETRO (MM) CANTIDAD DE ALAMBRESPESOTIPO ALAMBRE ALAMBRE ALAMBRE ALAMBRE

LONG. TRANS. LONG. TRANS. LONG. LONG. TRANS. LONG.U50 0,50 0,36 25 35 4,0 4,0 10 18 10,19 0,71U63 0,63 0,42 20 30 4,0 4,0 12 20 11,85 0,82U84 0,84 0,50 15 25 4,0 4,0 16 24 15,16 1,05

U106 1,06 0,50 15 25 4,5 4,0 16 24 17,68 1,23U168 1,68 0,50 15 25 4 doble 4,0 32 24 24,64 1,71U221 2,21 0,50 15 25 6,5 4,0 16 24 30,71 2,13U262 2,62 0,64 15 25 5 doble 4,5 32 24 36,81 2,56U335 3,35 0,79 15 25 8,0 5,0 16 24 46,79 3,25U377 3,77 0,79 15 25 6 doble 5,0 32 24 51,52 3,58U513 5,13 1,13 15 25 7 doble 6,0 32 24 70,84 4,92D50 0,50 0,50 25 25 4,0 4,0 10 24 11,62 0,81D63 0,63 0,63 20 20 4,0 4,0 12 30 14,22 0,99D84 0,84 0,84 15 15 4,0 4,0 16 40 18,96 1,32

D106 1,06 1,06 15 15 4,5 4,5 16 40 23,99 1,67D131 1,31 1,31 15 15 5,0 5,0 16 40 29,62 2,06D158 1,58 1,58 15 15 5,5 5,5 16 40 35,9 2,49D188 1,88 1,88 15 15 6,0 6,0 16 40 42,65 2,96D221 2,21 2,21 15 15 6,5 6,5 16 40 50,05 3,48D257 2,57 2,57 15 15 7,0 7,0 16 40 58,05 4,03D335 3,35 3,35 15 15 8,0 8,0 16 40 75,82 5,27

AREA DE ACERO PROPORCIONADA (CM²/M)

TRANS.

TRANS.

Propiedades Mecánicas .

Diámetros mínimosde doblamiento para

Acero Grado 60

Denominación Norma

Resistencia Alargamiento

.

Diámetros de Doblamiento

Fluencia % mínimo mínima (Mandril)

mínimo máximo

Corrugado GRADO 60 SMAR NTC - 2289

80.000 PSI No. 3 a 6 14%

1,25 -6%

.

Para Obra 56 Kgf/mm² No. 7 a 12 12% .

415 Mpa 550MPa No. 7 a 12 12% . 2 a 5 3d 6d

- . 6 a 8 4d 6d

Liso Grado 40 AH 24 SMR NTC - 161

52.577 PSI

18% -

. 9 a 12 6d 8d+/-10%

37 Kgf/mm² . 14 8d 10d

-

Dimensiones de rollos y barras

Designación Perimetro Requisitos de los Resaltantes

No. Pulg. mm Kg./m mm² mm

Distancia Altura mínima Ancho máximo de

máxima mm mm las venas mm

Alta R

esistencia

Rollos

2 1/4" 6,35 0,249 32 19,9 4,4 0,25 2,5

3 3/8" 9,52 0,559 71 29,9 6,7 0,38 3,5

- - - - - - - - -

6.0 M 6,00 0,222 28 18,8 4,2 0,27 2,3

7.5 M 7,50 0,347 44 23,6 5,3 0,30 2,9

8.5 M 8,50 0,446 57 26,7 6,0 0,34 3,3

- - - - - - - - - -

Barras

3 3/8" 9,52 0,560 71 29,9 6,7 0,38 3,5

4 1/2" 12,70 0,994 129 39,9 8,9 0,51 4,9

5 5/8" 15,88 1,552 200 49,9 11,1 0,63 6,1

6 3/4" 19,05 2,235 284 59,8 13,3 0,96 7,3

7 7/8" 22,20 3,046 387 69,8 15,5 1,11 8,5

8 1" 25,40 3,981 510 79,8 17,8 1,27 9,7

10 1 1/4" 32,26 6,409 819 101,4 22,6 1,62 11,4

11 1 3/8" 35,81 7,912 1.007 112,5 25,1 1,43 14,1

12 1 1/2" 39,41 9,582 1.22 123,8 27,6 1,58 15,5

Tabla 2. Aceros para Refuerzo de Concreto (Barras y Alambrones)

Límite de

Límite de

Relación RU/LF

Tolerancia en Peso

Denominación

(octavos de

pulgada)

Fluencia

última mínimo

60.000 PSI

78.000 PSI

Para Ensayos

45 Kgf/mm²

55 Kgf/mm

²540MP

a

34.100 PSI

78.100 PSI

Individual

24 Kgf/mm²

55 Kgf/mm

²LOTE +/-6%

Diámetro Normal

Masa por

metro lineal

Area de la

sección

Alta R

esistencia

Barras

14 1 3/4" 43,00 11,408 1.452 135,1 30,1 1,72 16,9

Dimensiones de rollos y barras

Designación Perimetro Requisitos de los Resaltantes

No. Pulg. mm Kg./m mm² mm

Distancia Altura mínima Ancho máximo de

máxima mm mm las venas mm

- - - - - - - - -

9M 9,00 0,500 64 28,3 6,3 0,36 3,5

11M 11,00 0,747 95 34,6 7,7 0,44 4,3

12M 12,00 0,888 113 37,7 8,4 0,48 4,7

15M 15,00 1,388 177 47,1 10,5 0,60 5,9

- - - - - - - - - - - - - - -

Rollos

2 1/4" 6,35 0,249 32 19,9 - - - - - - -

3 3/8" 9,52 0,559 71 29,9 - - - - - - -

- - - - - - - - - - - - -

9.1 M - 9,1 0,511 65 28,6 - - - - - - -

10.5 M - 10,5 0,680 87 33,0 - - - - - - -

- - - - - - - - - - - - - -

Barras

4 1/2" 12,7 0,994 129 39,9 - - - - - - -

5 5/8" 15,88 1,552 200 49,9 - - - - - - -

6 3/4" 19,05 2,235 284 59,8 -- - - - - -- -

7 7/8" 22,22 3,046 387 69,8 - - - - - -

8 1" 25,4 3,981 510 79,8 - - - - - - -

9 1 1/8" 28,59 5,038 642 89,8 - - - - - - -

Diámetro Normal

Masa por

metro lineal

Area de la

sección

Media Resistencia

VARILLA LISADIÁMETRO MASA NOMINAL TOLERANCIAS

kg/m kg/6m

Diámetro Ovalidad mm

mm mm

8 0.395 2.37

+ - 0 . 40

Máximo10 0.617 3.70212 0.888 5.328 0. 6015 1.387 8.32218 1.998 11.988

+ - 0 . 50

Máximo20 2.466 14.79622 2.984 17.904 0. 75

24.5 3.701 22.206

Tolerancia de longitud: + - 100 mmVARILLA CORRUGADA

DIMENSIONES Y PESOS NOMINALESDiámetro

Kg/m kg/6m kg/9m kg/12mmm8 0.395 2.37 3.555 4.74

10 (3/8) 0.617 3.702 5.553 7.40412 (1/2) 0.888 5.328 7.992 10.656

14 1.208 7.248 10.872 14.49616 (5/8) 1.578 9.468 14.202 18.936

18 1.998 11.988 17.982 23.97620 2.466 14.796 22.194 29.59222 2.984 17.904 26.856 35.80825 3.853 23.118 34.677 46.23628 4.834 29.004 43.506 58.00832 6.313 37.878 56.817 75.756

Tolerancia de longitud: + - 50 mm

pesos angulos

Documents

barrasdimetro

propiedades

propiedades

pesos de planchascalibre

tolerancia

ricacin de

patn en pulgadas

dimensiones