LINEA 001 - ACERO ESPECIAL VCN/AISI-4340 ACERO ESPECIAL VCN RED ACERO ESPECIAL VCN RED 26MM 40MM 52MM 65MM 77MM 90MM 103MM 153MM

ACERO CALIBRADO REDONDO AISI-1018 TAMAO 1/4" 5/16" 3/8" 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" 1 1/4" 1 3/8" 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 2 3/4" 2 7/8" 3" 3 1/2" 4" 4 1/2" 5" 6" PESO LIBRA/PIE 0.167 0.261 0.376 0.668 1.04 1.50 2.04 2.67 3.38 4.17 5.05 6.01 8.18 10.68 13.52 16.69 20.20 22.07 24.03 32.72 42.72 54.74 66.76 96.13

ACERO ESPECIAL VCN RED ACERO ESPECIAL VCN RED ACERO ESPECIAL VCN RED ACERO ESPECIAL VCN RED ACERO ESPECIAL VCN RED ACERO ESPECIAL VCN RED

BARRAS HUECAS DE ACERO O TUBERAS MECNICAS NORMA: EUROPEA ST-52 BARRA HUECA 32 MM X 20 MM BARRA HUECA 32 MM X 16 MM BARRA HUECA 36 MM X 25 MM BARRA HUECA 32 MM X 16 MM BARRA HUECA 40 MM X 28 MM BARRA HUECA 40 MM X 25 MM BARRA HUECA 40 MM X 20 MM BARRA HUECA 45 MM X 25 MM BARRA HUECA 50 MM X 36 MM BARRA HUECA 50 MM X 30 MM BARRA HUECA 50 MM X 25 MM BARRA HUECA 56 MM X 40 MM BARRA HUECA 56 MM X 28 MM BARRA HUECA 63 MM X 50 MM BARRA HUECA 63 MM X 35.10 MM BARRA HUECA 71 MM X 56 MM BARRA HUECA 71 MM X 36 MM BARRA HUECA 80 MM X 63 MM BARRA HUECA 80 MM X 50 MM BARRA HUECA 80 MM X 40 MM BARRA HUECA 90 MM X 70 MM BARRA HUECA 90 MM X 63 MM BARRA HUECA 90 MM X 50 MM BARRA HUECA 106 MM X 80 MM BARRA HUECA 106 MM X 71 MM BARRA HUECA 106 MM X 63 MM

NGULOS DE ACERO (Disponibles en 6 mts.) ASTM A-36 Pgds. 3 Tamao 1/4"X1" X 1 1/4" X 1 1/2" X2" X21/2" X3" X 3 1/2" X4 5/16" X 2" X2 1/2" X3" X 3 1/2" X4" 3/8" X 2" X21/2" X3" X31/2" X4" X5" X6" 1/2" X 3" X4" X5" X6

NGULOS DE ACERO (Disponibles en 6 mts.) ASTM A-36 Peso Libra/Pies 1.49 1.92 2.34 3.19 4.10 4.90 5/80 6.60 3.92 5.00 6.10 7.20 8.20 4.70 5.90 7.20 8.50 9.80 12.30 14.90 9.40 12.80 16.20 19.60 Pgds. 3 0.06 0.09 0.13 0.25 0.39 1.58 0.79 1.10 0.30 0.48 0.71 0.98 1.30 0.35 0.57 0.82 1.20 1.50 2.40 3.50 1.10 2.00 3.16 4.60

Tamao 1/8" X 1/2" 5/8" 3/4"

Peso Libra/Pies 0.38 0.49 0.59 0.80 1.01 1.23 1.65 1.16 1.48 1.80 2.44 3.07 3.71

X X

X1"

0.03 0.05 0.07 0.13 0.04 0.07 0.10 0.19 0.30 0.44

X1 1/4"X 1 1/2"X2"

3/16X1 3/16X1 1/4"

X 1 1/2"X2"

X 2 1/2"X3"

BARRAS DEFORMADAS ASTM A-615 GRADO 40 y 60 (Disponibles en 30' y 40') BARRAS CUADRADAS Y REDONDAS (Disponibles en 6 mts.) ASTM A-36 CUADRADAS Peso Libra/Pies Tamao 0.478 3/8" 0.80 12mm 0.850 1/2" 1.133 5/8" 1.910 3/4" 2.600 7/8" 3.400 1"

Tamao

Peso Libra/Pies 0.376 0.668,

Peso Barra/Lbs.11.28 15.04 20.04 26.72 31.29 41.72 45.06 60.08 61.32 81.76 80.10 106.80 102.00 136.00 129.00 172.00 159.39 212.52

Piezas Aprox. 1 Tonelada

Peso/Barra 9.56 16.00 17.00 26.60 38.20 52.06 68.06

3/8" x 30'

178133 100 75 64 48 45 34 33 25 25 19 20 15 16 12 13 10

40'1/2" x 30'

40'5/8" x 30'

1.043 1.502

40'3/4" x 30'

40'7/8" x 30'

2.044 2.670 3.400 4.3005.313

40'

REDONDAS Peso Tamao Libra/Pies

1"

x 30'

Peso Barras/Lbs.3.34 7.52 13.36

Piezas Aprox. 1 Tonelada

40'1 1/8" x 30'

40'

1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1"

0.167 0.376 0.668 1.043 1.502 2.044 2.670

20.86 30.00 40.88 53.40

600 266 150 96 67 49 38

1 1/4" x 30'

40'1 3/8" x 30'

40'

CANALES DE ACERO ASTM A-36 (Disponibles en 20')

Tamao 11/2X3/4 2X1"

Peso Lbs./Pies 1.93 1.78 2.57 3.80 4.10 5.40 7.20 6.25 6.70 8.86 8.20 10.50 11.50 13.75 20.00 15.30 20.00 25.00 20.70 25.00

Espe sor Alas Alma

Axis X-X IN3

1/83/16 3/16 3/16 5/16

3/161/4

_____

1" 2X1.53 X 1 .41 "4X1.58" 1.72" 4X 5X1.75" 2.50" 6X1.92" 2.03" 8X2.26" 2.34" 8X3.0 10X2.60" 2.74" 2.88" 12X2.94" 12X3.05"

MALLAS EXPANDIDAS PLANAS GALVANIZADAS O NEGRAS Medida/Calibre1/2

1.10 1.93 2.30

Peso Libras/Pies0.66 0.82 1.40 0.77 1.71 0.42

Abertura3/8 X 15/163/8X15/16

5/16 5/16

X 18 16 13 X 13 9 X 16 13 99

5/16 X 7/83/4 X 1 11/16 9/16 X 1 11/16

3/16 5/16 3/16 5/161/4 5/16 7/16 1/4 3/8 1/2

5/16 5/16 5/16 5/163/8 3/8 1/2

3.00 3.56 4.38 5.06 8.14 9.03 13.6 13.50 15.80 18.20 21.50 24.10

3/4

1

1 X 2 1/16

1 1/2X2 X

1.15 0.92

1 1/8 X 2 3/8 1 9/16 X 33/8

7/16 7/16 7/161/2 1/2

5/16 3/8

9

PLANCHAS INOXIDABLES AISI 304 Disponible en 4 ' x 10' Tamao CAL 12 CAL 14 CAL 16 CAL. 18 CAL. 20 CAL. 22 CAL 24 Peso Libras/Pie2 4.594 3.281 2.625 2.100 1.575 1.313 1.050

Planchas lisas ASTM A - 36 4 x 8 Tamao 1/16 5/64 3/32 1/8 3/16 1/4 5/16 3/8 1/2 5/8 3/4 7/8 1 1 1/8 1 1/4 1 1/2 2 Peso Libras/Pie 2.550 3.125 4.375 5.100 7.650 10.200 12.750 15.300 20.400 25.500 30.600 35.700 40.800 45.900 51.000 61.200 81.6202

Planchas para Piso ASTM A - 36 4 x 8 Tamao 3/32 1/8 3/16 1/4 5/16 3/8 1/2 DISPONIBLES en Planchas Marinas LLOYD'S grado A 5x10 5 x 20 6x20 6x30 8x20 8x30 Planchas Lisas Calidad Comercial ASTM A-36 5x10 5x20 6x20 6x30 8x20 8x30 Peso Libras/Pie2 5.250 6.150 8.700 11.250 13.80 16.35 20.25

PLANCHAS LAMINADAS EN FRIO JIS 3141 - ASTM A366 Disponibles en 4' x 8' Tamao CAL 16 CAL. 18 CAL. 20 CAL. 22 CAL. 24 Peso Libras/Pie2 2.500 2.000 1.500 1.250 1.000

PLANCHAS FOSFATIZADAS JIS G3313 Disponibles en 4' x 8' Tamao CAL 14 CAL. 16 CAL. 18 CAL. 20 CAL. 22 CAL. 24 CAL. 26 Peso Libras/Pie 2.500 2.000 1.500 1.250 1.000 0.900

10

11

PLATINAS DE ACERO ASTM A-36 DISPONIBLES EN TRAMOS DE 6 MTS.Tamao 1/8 x 1/2 x5/8 x3/4 x1 x1 1/4 x1 1/2 x2 Peso Libras/Pie 0.213 0.266 0.319 0.425 0.531 0.638 0.850

Tamao 3/8 x1/2 x 5/8 x 3/4

Peso 0.640 0.800 0.960 x x

Tamao 3/4 x2 2 1/2 3

3/16x1/2 x5/8 x3/4 x1 x1 1/4 x1 1/2 x2 X21/2 x3

0.3190.398 0.478 0.638 0.797 0.956

1.275 1.594 1.913

1/4x1/2 x3/4 x1 x1 1/4 x1 1/2 x2 x2 1/2 x3 x4 x5 x6

0.425 0.638 0.850 1.060 1.280 1.700 2.130 2.550 3.400 4.250 5.100

x1 X11/4 X11/2 x2 x21/2 x3 x 3 1/2 x4 x5 x6 x81/2 x1 x 1 1/2 x2 x 2 1/2 x3 x4 x5 x6 x8 x 12

1.280 1.590 1.910 2.550 3.190 3.830 4.460 5.100 6.380 7.650 10.200 1.700 2.550 3.400 4.250 5.100 6.800 8.500 10.200 13.600 20.400

x3 1/2 x4 x5 x6 x8 x12 1" x3 X31/2 x4 x6 x8 x12

Peso Libras/Pie 5.100 6.380 7.650 8.930 10.200 12.750 15.300 20.400 30.600 10.200 11.900 13.600 20.400 27.200 40.800

12

13

TUBOS CUADRADOS Y RECTANGULARES CALIBRE 16Tamao 1/2 Peso Libras/Pie 0.385 0.606 0.827 1.048 1.269 1.654 1.048 1.269 TUBOS CUADRADOS 20' Y 24' Norma - ASTM-A-500 TamaoX 3/32 X 1/8 1 1/4 X 3/32 X1/8 1 1/2 X 3/32 X 1/8 2 X 3/32 X 1/8 3 X 1/8 X 3/16 X 1/4 3 1/2 X 3/16 4 X 1/8 X 3/16 X 1/4 5 X 1/4 6 X 3/16 X 1/4 1

3/4 1 1 1 2 1 1 1/4 1/2 x 1 1/2 x2

Peso Libras/Pie1.035 1.436 1.317 1.844 1.600 2.252 2.164 3.068 4.700 6.860 8.800 8.140 6.331 9.310 12.020 15.420 14.410 18.820

S PGS3

,.

TUBOS REDONDOS CALIBRE 16 Y 18

1.732 2.401 2.451

CALIBRE 16 Peso Tamao Libras/Pie

CALIBRE 18 Peso Tamao Libras/Pie

5/8 3/4 7/8

11 1/4 1 1/2

2

0.440 0.500 0.600 0.750 0.823 0.996 1.343

5/8 3/4 7/8

11 1/4

0.310 0.370 0.410 0.470 0.620

3.240 4.000 6.640 9.950

14

15

TUBOS RECTANGULARES ASTM A 500 Disponibles en 20' y 24' Tamao Peso Libras/Pie S PLDS3 Tamao

TUBERA NEGRA SIN COSTURA ASTM A-106 GRADO B SCH-40 Dimetro Interno 0.622 0.824 1.049 1.380 1.610 2.067 2.469 3.068 4.026 5.047 6.065 7.981 10.136 12.090 Dimetro Externo 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.500 5.563 6.625 8.625 10.750 12.750 Peso Lbs./Pie

1 x 2 x 3/32 x1/8 2x3x1/8 xS/16 2x4x1/8 x3/16 3x4x1/8 xS/16

1.600 2.252 3.884 5.590 4.700 6.860 5.526 8.140

1.237

1/2 3/4

11.933 2.615

1 1/4 1 1/22

RESISTENCIA TENSIL (PSI) 58,000 PUNTO DE CEDENCIA (PSI) 46,000 ELONGACIN EN 2" Min % 23

21/23 4 5 6 8 10 12

0.85 1.13 1.68 2.27 2.72 3.65 5.79 7.58 10.79 14.62 18.97 28.55 40.48 53.52

16

17

TUBERA STANDARD: GALVANIZADA O NEGRA ESCALA 40 CON ROSCA Y SIN ROSCA DISPONIBLE EN 6 MTS. NORMA ASTM A-53 TUBERA LIVIANA GALVANIZADA O NEGRA ESCALA 20 CON ROSCA Y SIN ROSCA DISPONIBLE EN 6 MTS. NORMA BBS 1387 Tamao Dimetro Interno 0.590 0.790 1.107 1.440 1.672 2.133 2.628 3.124 4.124 Dimetro Externo 0.840 1.050 1.315 1.660 1.900 2.375 2.937 3.500 4.500 Peso Lbs./Pie 0.626 0.905 1.351 1.816 2.176 2.920 4.775 6.630 8.6401

Tamao

Dimetro Interno 0.364 0.493 0.622 0.824 1.049 1.380 1.610 2.067 2.469 3.068 4.026 5.047 6.065 7.981 10.136 12.090

Dimetro Externo 0.540 0.675 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.500 5.563 6.625 8.625 10.750 12.750

Espesor M.M.2.20 2.30 2.75 2.85 3.35 3.50 3.65 3.90 5.00 5.40 5.90 6.40 7.00 8.10 8.10 8.30

Peso Lbs/Pie 0.420 0.570 0.850 1.130 1.680 2.280 2.730 3.680 5.820 7.620 10.890 14.810 19.180 28.550 34.240 43.770

1/4 3/8 1/2 3/4

1/2 3/4

1 1/4 1 1/22

1 1 1/4 1 1/2 2 21/2 3 4

21/23 4 5 6 8 10 12

18

19

VIGAS ASTM A - 36

TUBERA REDONDA HEAVY DUTY (ESCALA 80) NORMA ASTM A-53 DISPONIBLE EN 6 MTS. Tamao Espesor M.M. 3.70 3.90 4.30 4.80 5.00 5.50 7.00 7.60 8.50 9.80 11.00 12.70 Dimetro Interno 0.546 0.742 0.975 1.278 1.500 1.939 2.323 2.900 3.826 4.850 5.761 7.625 Dimetro Externo 0.840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.500 5.563 6.625 8.625 Peso Lbs./Pie 1.090 1.470 2.170 3.000 3.630 5.020 7.660 10.250 14.980 20.780 28.570 43.390

Tamao

Peso Lbs/Pies Lbs./Pies

Espesor Alma Alas

Propiedad S-IN3 Axis X -X

Elasticidad Radio

4x25/8 4 6x33/8 4 4 4 6 68x4 4 4 51/4 51/4 61/2 61/2 8 8

7.70 13.00

3/16 5/16 1/4 3/8 1/4 3/16 1/4 1/4 1/4 1/4 3/16 1/4 1/4 1/4 1/4 1/4 5/16 5/16 5/16 3/16 1/4 1/4 1/4 1/4 3/8 5/16 3/8 7/16 3/8 3/16 1/4 3/8 1/4 3/8 3/16 1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 3/16 5/16 5/16 3/8 7/16 3/8 9/16 5/8 11/16

3.00 5.45 7.30 5.08 7.24 10.20 10.10 13.40 7.81 9.91 11.80 15.20 18.20 20.90 24.30 27.40

0.29 0.25

1/2 3/4

1

12.50 9.00 12.00 16.00 15.00 20.00 10.00 13.00 15.00 18.00 21.00 24.00 28.00 31.00 35.00 12.00 15.00 21.00 22.00 26.00 42.00 49.00 54.00 60.00

0.33 0.25 0.25 0.25 0.30 0.30 0.30 0.30 0.30 0.30 0.40 0.40 0.40 0.40 0.40 0.30 0.30 0.30 0.50 0.50 0.50 0.50 0.30

1 1/4 1 1/22

21/23 4 5 6 8

31.113.80 21.50 23.20 27.90 43.40 54.60 60.00 66.70

10x4 10x4 53/4 53/4 53/4 10 10 10 10

20

21

TABLA DE CONVERSIN MEDIDAS DE LONGITUDMULTIPLICAR Centmetros Centmetros Centmetros Metros Metros . Metros Metros Metros Decmetros Hectmetros Kilmetros Kilmetros Kilmetros Kilmetros Mirimetros Yardas Yardas Millas Millas Millas Millas Pies Pies Pies Pulgadas Pulgadas Pulgadas

POR0.3937008 0.01

VIGAS ASTM A - 36

10 10 10039.37008 3.28084 1.093613

Tamao

Peso Lbs./Pes

Espesor Alma Alas

Propiedad Axis X - X

Elasticidad Radio

12x4 12x4 12x4 12x4 12x61/2 12x10 12x61/2 61/2 12 14x63/4 16x51/2 7 7 7 18x7/12 18x71/2 71/2

14.00 16.00 19.00 22.00 30.00 53.00 26.00 35.00 65.00 30.00 31.00 36.00 40.00 57.00 45.00 50.00 60.00 55.00 62.00 68.00 68.00 76.00

13/64 15/64 5/64 1/4

15/64 1/4 3/8 7/16

14.90 17.10 21.30 25.40 38.60 70.60 33.40 45.60 88.00 42.00 47.20 56.50 64.60 92.20

0.30 0.30 0.30 0.30

10 1001000 1093.611 3280.83 0.621371 10000 0.914402

1/4 7/16 11/32 9/16 1/4 5/16 3/8 1/4 1/4 5/16 5/16 7/16 3/8 9/16 5/8 3/8

0.30 0.60 0.30 0.60 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.50 0.50 0.50 0.50 0.50

31.6093404 5280 1760 1609.3404 30.48006

7/16 7/16 1/2 3/4

11/32 1/2 79.00 3/8 9/16 89.00 7/16 11/16 108.003/8 3/8 7/16

120.33333 2.540005 0.08333 25.4000

21 X8 1/4 8 1/4 8 1/424x9 24x9

9/16 110.00 127.00 5/8 11/16 140.00 9/16 153.00 11/16 176.00

7/16 7/16

PARA OBTENER Pulgadas Metros Milmetros Decmetros Centmetro Pulgadas Pies Yardas Metros Metros Metros Yardas Pies Millas Metros Metros Pies Kilmetros Pies Yardas Metros Centmetros Pulgadas Yardas Centmetros Pies Milmetros

22

23

CONVERSIN DE TEMPERATURAS De grados Celsius (centgrados) a Farenheit: F = (9/5 x C) + 32 De grados Farenheit a Celsius (centgrados): C = 5/9 (F - 32) CONVERSIN DE PULGADAS A MILMETROS M.M. DEC. PLG. 16TH 32TH 0.3699 .0156 0.7938 .0312 1/32 1.1906 .0469 1.5875 .0625 1/16 2/32 1 .9844 .0781 2.3812 .0938 3/32 2.7781 .1094 3.1750 .1250 1/8 2/16 4/32 3.5719 .1406 3.9688 .1562 5/32 4.3656 .1719 4.7625 .1875 3/16 6/32 5.1594 .2031 5.5562 .2188 7/32 5.9531 .2344 6.3500 .2500 1/4 4/16 8/32 6.7469 .2656 7.1438 .2812 9/32 7.5406 .2969 7.9375 .3125 5/16 10/32 8.3344 .3281 8.7312 .3438 11/32

CONVERSIN DE PULGADAS A MILMETROSM.M. 9.1281 9.5250 9.9219 10.3188 10.7156 11.1125 11.5094 11.9062 12.3031 12.7000 13.0969 13.4938 13.8906 14.2875 14.6844 15.0812 15.4781 15.8750 16.2719 16.6688 17.0656 17.4625 17.8594 18.2562 18.6531 19.0500 19.4469 19.8438 20.2406 DEC. .3594 .3750 .3906 .4062 .4219 .4375 .4531 .4688 .4844 .5000 5156 .5312 .5469 .5625 .5781 .5938 .6094 .6250 .6406 .6562 .6719 .6875 .7031 .7188 .7344 .7500 .7656 .7812 .7969 PLG. 3/8 16TH 6/16 32TH 12/32 13/32 7/16 14/32 15/32 1/2 8/16 16/32 17/32 9/16 18/32 19/32 5/8 10/16 20/32 21/32 11/16 22/32 23/32 3/4 12/16 24/32 25/32 64TH 23/64 24/64 25/64 26/64 27/64 28/64 29/64 30/64 31/64 32/64 33/64 34/64 35/64 36/64 37/64 38/64 38/64 40/64 41/64 42/64 43/64 44/64 45/64 46/64 47/64 48/64 49/64 50/64 51/64

64TH 1/64 2/64 3/64 4/64 5/64 6/64 7/64 8/64 9/64 10/64 11/64 12/64 13/64 14/64 15/64 16/64 17/64 18/64 19/64 20/64 21/64 22/64

24

25

CONVERSIN DE PULGADAS A MILMETROSM.M. 20.6375 21.0344 21.4312 21 .8281 22.2250 22.6219 23.0188 23.4156 23.8125 24.2094 24.6062 25.0031 25.4000 DEC. .8125 .8281 .8438 .8594 .8750 .8906 .9062 .9219 .9375 .9531 .9688 .9844 1.0000 PLG. 16TH 13/16 32TH 26/32 27/32 7/8 14/16 28/32 29/32 15/16 30/32 31/32 1 16/16 32/32 64TH 52/64 53/64 54/64 55/64 56/64 57/64 58/64 59/64 60/64 61/64 62/64 63/64 64/64

DEFINICIN DE CALIBRE BWGCALIBRE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 , 26 27 28 29 30 31 32 33 34 35 DECIMAL 0.300 0.284 0.259 0.2380 0.220 0.203 0.180 0.165 0.148 0.134 0.120 0.109 0.095 0.083 0.072 0.065 0.058 0.049 0.042 0.035 0.032 0.028 0.025 0.022 0.020 0.018 0.016 0.014 0.013 0.012 0.010 0.009 0.008 0.007 0.00527

M.M. 7.620 7.214 6.579 6.045 5.588 5.156 4.672 4.191 3.759 3.404 3.048 2.769 2.413 2.108 1.829 1.651 1.473 1.245 1.067 0.889 0.813 0.711 0.635 0.559 0.508 0.457 0.406 0.356 0.330 0.305 0.254 0.229 0.203 0.178 0.127

26

ZINC

& C A R R I O L A S , S.A.

PROPIEDADES FSICAS DE LAS LAMINAS DE CORRUGACIN TIPO LUXOR Altura de Perfil = Ancho de Lmina Corrugada = Cobertura de Lmina = Punto de Cedencia, Fy = Esfuerzo Ultimo, Fu = Mdulo de Elasticidad, E = Margen de Seguridad utilizado =1/2 Plg. 42 plg. 40 plg. 40000 Lbs/plg.^2 55000 Lbs/plg.^2 2.9x10^7Lbs./plg.^2

1.8

42 plg.

40

PROPIEDADES TIPO LUXOR

Calibre

rea Plg^2 1.285 1.008 0.104

Sxx PLG^3

Ixx plg^4

Radio x

pig0.313 0.312 0.311

Centroide Plg 0.195 0.194 0.194

Momento Mximo Kips plg 6.250 4.871 4.179

Momento Permisible Peso Lbs/pie^2 Kips plg

24 26 28

0.156 0.122 0.104

0.126 0.098 0.084

24 26 28

1.156 0.906 0.781

ESPECIFICACIONES TCNICAS DE LAS CARRIOLAS CALIBRE 14ESPESOR: CALIBRE USG CALIBRE BWG MATERIAL: ASTM A 446-89 GRADO C MODULO DE ELASTICIDAD ESFUERZO DE CEDENCIA ESFUERZO DE RUPTURA ELONGACIN MNIMA EN 2" 2.9x10 7 LBS/PLGS 2 40,000 LBS/PLGS2 55,000 LBS/PLGS2 16% LBS/PLGS2

14 14

0.078" 0.083"

DesignacinG-60

Clase del Promedio min. Promedio min. recubrimiento en 3 muestras en 1 muestra Comercial ligero 0.6 oz/pie2 0.5 oz/pie

42

PROPIEDADES FSICAS Y ESTRUCTURALES DE LAS CARRIOLAS CALIBRE 14CARRIOLAS 4"x2" 6"x2" 8"x2" 10" x2" MOMENTO DE 1.687in4 4.344 8.552 in4 16.86 in4 in4 INERCIA MODULO DE 0.844 1.450 2.133 3.372 4" 6" 8" 10" SECCIN A B C 2" 2" 2" 2" 1/2" 1/2" 1/2" 1/2"

CARACTERSTICAS FSICAS DE LAS CARRIOLAS DE ZICSA CARRIOLAS Y FASCIAS10x28x2 6x2

A10"

B

C

2" 2" 2"

1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2"

8" 6" 6" 5" 4" 4" 3"

6x1 1/2" 5x1 1/2"4x2

1 1/2" 1 1/2"2"

4 x 1 1/2"3x1 1/2"

1 1/2" 1 1/2"

PESO COMPARATIVO DE MATERIAL EN PLANCHAS SEGN SU CALIBRE (ESMALTADO Y GALVANIZADO)MATERIAL BWG16 GALVx48" BWG 18 GALV x 48" BWG 19 GALV x 48" BWG24GALVx48"BWG 24 ESM. x 48"

PESO POR PIE 10.84lbs.8.23 Ibs. 7.09 Ibs. 3.82 Ibs. 3.85 Ibs. 3.1 7 Ibs. 3.35 Ibs. 2.51 Ibs. 2.60 Ibs. 1.37 Ibs.

LINEAL4.92 kgs. 3.73 kgs. 3.22 kgs. 1.73 kgs.

1 .73 kgs.1.44 kgs. 1.51 kgs. 1.1 4 kgs. 1.1 7 kgs. 0.62 kgs.

BWG 26 GALV x 48"BWG 26 ESM. x 48"

BWG 28 GALV x 48"BWG 28 ESM. x 48"

BWG 30 GALV x 48"

LUCES PERMISIBLES PARA EL CALCULO DE ESTRUCTURAS EN TECHOS DE ZINCESPACIAMIENTO PARA CARRIOLAS PIES 5'00" 4'06" 4'00" 3' 3 3/8" 3'00" 2'06" 2'00" METROS1.50 1.35 1.22 1.00 0.90 0.75 0.60

3x11/2 LARGO EN METROS

4x11/2 LARGO EN METROS

4x2 LARGO EN METROS

5x11/2 LARGO EN METROS

6x11/2 LARGO EN METROS

6x2 LARGO EN METROS

8x11/2 LARGO EN METROS

8x2 LARGO EN METROS

10x2

LARGO EN METROS

162.46 2.60 2.75 3.03 3.16 3.46 3.85

182.25 2.37 2.51 2.77 2.83 3.16 3.52

192.13 2.24 2.37 2.62 2.74 2.99 3.34

162,98 3.14 3.32 3,66 3,82 4.17 4.64

182,71 2.86 3.03 3.34 3,49 3.81 4.24

192.56

163,35 3.53 3,74 4.11 4.30 4,69 5.22

183.05 3,21 3.40 3.75 3.91 4,28 4.76

192,88 3.03 3.21 3.54 3.69 4,04 4,50

163.86 4.07 4.32 4.77 4.97 5.46 6.11

183.38 3.56 3.78 4.73 4.36 4.78 5.34

193,14 3.31 3.51 4.39 4.05 4.44 4,96

163,93 4.14 4.38 4.83 5,04 5.50 6.11

183.58 3.77 3.99 4.40 4.59 5.02 5.58

193.38 3.56 3.77 4.16 4.34 4,74 5.28

164.37 4.60 4.87 5.35 5.59 6.10 6.77

183.97 4.18 4.23 4.88 5.09 5.56 6.18

193.75 3.95 4.18 4.61 4.81 5.26 5.86

164.83 5.08 5.38 5.92 6.18 6.74 7,48

184.40 4.63 4.90 5.40 5,63 6.15 6.84

194.15 4,37 4.63 5.10 5.32 5,82 6.47

165.31 5.59 5.91 6.50 6.78 7.39 8.20

184.83 5.08 5.38 5,93 6.19 6.75 7.51

194.56

166.21 6.54 6,91 7.60 7.92 8.63 9.57

185.65 5.95 6.30 6.93 7.23 7.89 8.76

195.33 5.61 5.94 6.54 6.83 7.45 8.28

2.72.83 3.16 3,30 3.60 4,02

4,85.08 5.60 5,84 6.38 7.10

LUCES PERMISIBLES PARA EL CALCULO DE ESTRUCTURAS EN TECHOS DE TEJASESPACIAMIENTO PARA CARRIOLAS PIES 5'00" 4'06" 4'00" 3' 3 3/8" 3'00" 2'06" 2'00" METROS1,50 1.35 1.22 1.00 0.90 0,75 0.60

3x11/2 LARGO EN METROS

4x11/2 LARGO EN METROS

4x2 LARGO EN METROS

5x11/2 LARGO EN METROS

6x11/2 LARGO EN METROS

6x2 LARGO EN METROS

8x11/2 LARGO EN METROS

8x2 LARGO EN METROS

10x2

LARGO EN METROS

162.18 2.29 2.43 2.68 2.80 3.06 3.41

181.99 2.09 2.22 2.45 2,56 2,80 3.12

191.88 1.98 2.10 2.31 2.42 2.64 2.95

162.63 2.77 2.94 3.24 3.38 3.70 4.12

182.40 2.52 2.68 2.95 3.08 3.37 3.76

192.26 2.38 2.53 2.79 2.91 3,19 3,58

162.96 3.12 3.30 3.64 3.80 4,15 4.63

182.69 2.84 3.01 3.32 3.46 3,79 4,22

192,54 2.68 2.84 3.13 3.27 3.57 3.98

163.12 3.29 3.49 3.85 4.03 4.41 4.93

182.73 2.88 3.05 3.37 3.52 3.86 4.31

192.53 2.67 2.83 3.13 3.27 3.58 4.00

163.48 3,66 3.88 4.27 4.46 4.87 5.42

183.16 3.33 3.53 3.89 4.06 4.44 4.95

192.98 3.14 3.33 3.67 3.84 4.20 4.68

163.86 4.07 4.31 4.74 4.95 5.41 6.01

183.51 3.70 3.92 4.32 4.51 4.92 5.48

193.31 3.49 3.70 4.08 4.26 4.65 5,19

164.28 4.50 4.77 5.25 5.48 5.98 6.65

183.89 4,09 4.34 4.78 4.99 5,45 6.07

193.67 3.86 4.10 4.51 4.71 5.15 5,74

164.70 4.95 5.24 5.76 6.02 6.57 7,30

184.27 4.50 4.76 5.25 5.48 5.98 6.66

194.03 4.27 4.50 4.95 5.17 5,65 6.30

165.50 5.79 6.13 6,74 7.04 7.64 8.52

185.00 5.26 5.57 6.14 6.41 7.00 7.78

194.71 4.96 5.26 5.79 6.05 6.60 7.35