53
ELABORÓ: ING. J. NÚÑEZ M. NOV-01 1 de 53 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C. TABLA DE DIMENSIONES Y PROPIEDADES DE PERFILES DE CLIC SOBRE EL NOMBRE PARA DIRIGIRSE A LA PAGINA CORRESPONDIEN es APS de Lados Iguales es APS de Lados Desiguales es CPS es IPS es IPR es IPC es PTR (CUADRADO) es PTR O PER (RECTANGULAR) es CPL 2 EL IMCA CONSIDERO CONVENIENTE DESIGNAR LOS PERFILES DE ACERO CON SOLO DOS LETRAS, UNA IDEOGRAFICA Y LA OTRA ABREVIATURA DE SU DESCRIPCION, EN VEZ DE LAS TRES O MAS SIGLAS TRADICIONALES. A CONTINUACION SE INDICAN LAS EQUIVALENCIAS: LI LD CE IE IR IS OR OR CF

Perfiles Estructurales IMCA Version 1

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Catalogo de perfiles estructurales del IMCA

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Page 1: Perfiles Estructurales IMCA Version 1

ELABORÓ: ING. J. NÚÑEZ M.NOV-01 1 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.

TABLA DE DIMENSIONES

Y

PROPIEDADES DE PERFILES

DE CLIC SOBRE EL NOMBRE PARA DIRIGIRSE A LA PAGINA CORRESPONDIENTE

es APS de Lados Iguales

es APS de Lados Desiguales

es CPS

es IPS

es IPR

es IPC

es PTR (CUADRADO)

es PTR O PER (RECTANGULAR)

es CPL 2

EL IMCA CONSIDERO CONVENIENTE DESIGNAR LOS PERFILES DE ACERO CON SOLO DOS LETRAS, UNA IDEOGRAFICA Y LA OTRA ABREVIATURA DE SU DESCRIPCION, EN VEZ DE LAS TRES O MAS SIGLAS TRADICIONALES. A CONTINUACION SE INDICAN LAS EQUIVALENCIAS:

LILDCEIEIRISORORCF

Page 2: Perfiles Estructurales IMCA Version 1

ELABORÓ: ING. J. NÚÑEZ M.NOV-01 2 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.

DE CLIC SOBRE EL NOMBRE PARA DIRIGIRSE A LA PAGINA CORRESPONDIENTE

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ELABORÓ: ING. J. NÚÑEZ M.NOV-01 3 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.

NOMBRES Y SÍMBOLOS DE PERFILES

L IANGULO DE LADOS IGUALES

X X

Y

Y

d

d

t

LDANGULO DE LADOS DESIGUALES

d

bY

X X

Y

t

CEPERFIL C ESTANDAR

X X

Y

Y

d

bp

tp

ta

IEPERFIL I ESTANDAR

X X

Y

Y

d

bp

ta

tp

tp

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

TRPERFIL T RECTANGULAR

X X

Y

Y

d

tp

tw

bp

OSREDONDO SOLIDO LISO

X X

Y

Y

D

OCTUBO CIRCULAR

X X

Y

Y

D

t

ISPERFIL I SOLDADO

Y

X X

Y

ta

tp

d

tp

bp

ORTUBO CUADRADO O RECTANGULAR

X X

Y

Y

d

t

d

X X

Y

Y

d

t

b

CFPERFIL C FORMADO

EN FRIO

X X

Y

Y

d

t

bp

ZFPERFIL Z FORMADO

EN FRIO

X X

Y

Y

t

d

bp

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ELABORÓ: ING. J. NÚÑEZ M.NOV-01 4 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.

ORTUBO CUADRADO O RECTANGULAR

CFPERFIL C FORMADO

EN FRIO

ZFPERFIL Z FORMADO

EN FRIO

Page 5: Perfiles Estructurales IMCA Version 1

D E S I G N A C I O N D E P E R F I L E S

N O M B R E D E S I G N A C I O N U N I D A D E S

1.- ANGULO DE LADOS IGUALES mm x mm

2.- ANGULO DE LADOS DESIGUALES mm x mm x mm

3.- PERFIL " C " ESTARDAR CE d X PESO mm x kg/m

4.- PERFIL " I " ESTANDAR IE d x peso mm x kg/m

5.- PERFIL " I " RECTANGULAR IR d x peso mm x kg/m

6.- PERFIL " T " RECTANGULAR TR d x peso mm x kg/m

7.- PERFIL " I " SOLDADO mm x mmmm x mm

8.- REDONDO SOLIDO LISO OS D mm

9.- TUBO CIRCULAR mm x mm

10.- TUBO CUADRADO RECTANGULAR OR tamaño y espesor mm x mm x mm

11.- PERFIL " C " FORMADO EN FRIO mm x cal.

12.- PERFIL " Z " FORMADO EN FRIO ZF d x cal mm x cal.

LI TAMAÑO ESPESOR

LD TAMAÑOS Y ESPESOR

bf x t

f

dw x

tw

OC D x t

CF d x cal.

IS

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Page 7: Perfiles Estructurales IMCA Version 1

D E S I G N A C I O N D E P E R F I L E S

mm x mm x mm

Page 8: Perfiles Estructurales IMCA Version 1
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ELABORO: ING. J. NUÑEZ M.NOV-01 9 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PESO

d t d tc m ² Kg / m l m ² / m lplg plg m m m m

3/4 '' 1/8 '' 19 3 1.11 0.88 0.076 3/4 '' 3/16'' 19 5 1.59 1.25 0.076 7/8 '' 1/8 '' 22 3 1.32 1.04 0.089 7/8 '' 3/16'' 22 5 1.90 1.49 0.0891 '' 1/8 '' 25 3 1.52 1.19 0.1021 '' 3/16'' 25 5 2.21 1.73 0.1021 '' 1/4 '' 25 6 2.80 2.22 0.102

1 1/4 '' 1/8 '' 32 3 1.93 1.50 0.1271 1/4 '' 3/16'' 32 5 2.79 2.20 0.1271 1/4 '' 1/4 '' 32 6 3.72 2.86 0.1271 1/2 '' 1/8 '' 38 3 2.34 1.83 0.1521 1/2 '' 3/16'' 38 5 3.43 2.68 0.1521 1/2 '' 1/4 '' 38 6 4.40 3.48 0.1521 1/2 '' 5/16'' 38 8 5.40 4.26 0.1521 1/2 '' 3/8 '' 38 10 6.34 4.99 0.1521 3/4 '' 1/8 '' 44 3 2.74 2.14 0.1781 3/4 '' 3/16'' 44 5 4.03 3.15 0.1781 3/4 '' 1/4 '' 44 6 5.20 4.12 0.1781 3/4 '' 5/16'' 44 8 6.39 5.04 0.1782 '' 1/8 '' 51 3 3.10 2.46 0.2032 '' 3/16'' 51 5 4.61 3.63 0.2032 '' 1/4 '' 51 6 6.06 4.75 0.2032 '' 5/16'' 51 8 7.42 5.83 0.2032 '' 3/8 '' 51 10 8.77 6.99 0.203

2 1/2 '' 5/32'' 64 4 4.88 3.83 0.2542 1/2 '' 3/16'' 64 5 5.81 4.61 0.2542 1/2 '' 1/4 '' 64 6 7.68 6.10 0.2542 1/2 '' 5/16'' 64 8 9.48 7.44 0.2542 1/2 '' 3/8 '' 64 10 11.16 8.78 0.2543 '' 3/16'' 76 5 7.03 5.52 0.3053 '' 1/4 '' 76 6 9.29 7.29 0.3053 '' 5/16'' 76 8 11.48 9.08 0.3053 '' 3/8 '' 76 10 13.61 10.72 0.3053 '' 7/16'' 76 11 15.68 12.35 0.3053 '' 1/2 '' 76 13 17.74 13.99 0.3053 '' 5/8 '' 76 16 21.68 17.11 0.305

3 1/2 '' 3/16'' 89 5 8.36 6.55 0.3563 1/2 '' 1/4 '' 89 6 10.90 8.63 0.3563 1/2 '' 5/16'' 89 8 13.48 10.71 0.3563 1/2 '' 3/8 '' 89 10 16.00 12.65 0.3563 1/2 '' 1/2 '' 89 13 20.97 16.52 0.3564 '' 1/4 '' 102 6 12.52 9.82 0.4064 '' 5/16'' 102 8 15.48 12.20 0.4064 '' 3/8 '' 102 10 18.45 14.58 0.4064 '' 7/16'' 102 11 21.35 16.82 0.4064 '' 1/2 '' 102 13 24.19 19.05 0.4064 '' 5/8 '' 102 16 29.74 23.36 0.4064 '' 3/4 '' 102 19 35.10 27.53 0.406

D E S I G N A C I O N (Tamaño y Espesor

t ) d x tA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

L IANGULO DE LADOS IGUALES

X X

Y

Y

d

d

t

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 10 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PESO

d t d tc m ² Kg / m l m ² / m lplg plg m m m m

D E S I G N A C I O N (Tamaño y Espesor

t ) d x tA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

L IANGULO DE LADOS IGUALES

X X

Y

Y

d

d

t

REGRESAR

5 '' 3/8 '' 127 10 23.29 18.30 0.5085 '' 7/16'' 127 11 26.97 21.28 0.5085 '' 1/2 '' 127 13 30.65 24.11 0.5085 '' 5/8 '' 127 16 37.81 29.76 0.5085 '' 3/4 '' 127 19 44.77 35.12 0.5086 '' 3/8 '' 152 10 28.13 22.17 0.6106 '' 7/16'' 152 11 32.65 25.60 0.6106 '' 1/2 '' 152 13 37.10 29.17 0.6106 '' 9/16'' 152 14 41.48 32.59 0.6106 '' 5/8 '' 152 16 45.87 36.01 0.6106 '' 3/4 '' 152 19 54.45 42.71 0.6106 '' 7/8 '' 152 22 62.77 49.26 0.6106 '' 1 '' 152 25 70.97 55.66 0.610

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

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ELABORO: ING. J. NUÑEZ M.NOV-01 11 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PESO

d b t d b tc m ² Kg / m l m ² / m lplg plg plg m m m m m m

4 '' 3 '' 1/4 '' 102 76 6 10.90 8.63 0.3564 '' 3 '' 5/16'' 102 76 8 13.48 10.72 0.3564 '' 3 '' 3/8 '' 102 76 10 16.00 12.65 0.3564 '' 3 '' 7/16'' 102 76 11 18.51 14.58 0.3564 '' 3 '' 1/2 '' 102 76 13 20.96 16.52 0.3564 '' 3 '' 5/8 '' 102 76 16 25.67 20.24 0.3564 '' 3 '' 3/4 '' 102 76 19 30.26 23.81 0.3566 '' 4 '' 5/16'' 152 102 8 19.44 15..19 0.5086 '' 4 '' 3/8 '' 152 102 10 23.29 18.31 0.5086 '' 4 '' 7/16'' 152 102 11 26.97 21.28 0.5086 '' 4 '' 1/2 '' 152 102 13 30.65 24.11 0.5086 '' 4 '' 5/8 '' 152 102 16 37.81 29.76 0.5086 '' 4 '' 3/4 '' 152 102 19 44.77 35.12 0.5086 '' 4 '' 7/8 '' 152 102 22 51.48 40.48 0.5086 '' 4 '' 1 '' 152 102 25 58.00 45.84 0.508

D E S I G N A C I O N (Tamaños y Espesor t )

d x b x tA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

LDANGULO DE LADOS DESIGUALES

d

bY

X X

Y

t

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 12 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m m m

4 '' 13 102 19.4 106 7.1 103.00 8.80 24.70 0.5755 '' 16 127 23.7 127 6.1 127.00 9.10 32.30 0.713

19 0 28.1 131 6.9 128.00 10.90 35.70 0.7176 '' 9 152 13.6 150 4.3 100.00 5.50 17.30 0.6696 '' 12 152 18.0 153 5.8 102.00 7.10 22.90 0.6746 '' 16 152 24.0 160 6.6 102.00 10.30 30.60 0.6746 '' 15 152 22.4 152 5.8 152.00 6.60 28.60 0.8746 '' 20 152 29.7 157 6.6 153.00 9.30 37.90 0.8766 '' 25 152 37.2 162 8.1 154.00 11.60 47.40 0.8778 '' 10 203 15.0 200 4.3 100.00 5.20 19.10 0.7718 '' 13 203 19.4 203 5.8 102.00 6.50 24.80 0.7778 '' 15 203 22.5 206 6.2 102.00 8.00 28.60 0.7768 '' 18 203 26.6 207 5.8 133.00 8.40 33.90 0.9018 '' 21 203 31.2 210 6.4 134.00 10.20 39.70 0.9028 '' 24 203 35.9 201 6.2 165.00 10.20 45.70 1.0098 '' 28 203 41.8 205 7.2 166.00 11.80 53.20 1.0128 '' 31 203 46.2 203 7.2 203.00 11.00 58.90 1.1608 '' 35 203 52.2 206 7.9 204.00 12.60 66.50 1.1628 '' 40 203 59.3 210 9.1 205.00 14.20 75.50 1.1658 '' 48 203 71.4 216 10.2 206.00 17.40 91.00 1.1668 '' 58 203 86.6 22 13.0 209.00 20.60 110.30 0.7728 '' 67 203 99.8 229 14.5 210.00 23.70 127.10 1.174

10 '' 12 254 17.9 251 4.8 101.00 5.30 22.80 0.87510 '' 15 254 22.3 254 5.8 102.00 6.90 28.50 0.87710 '' 17 254 25.3 257 6.1 102.00 8.40 32.20 0.87610 '' 19 254 28.5 260 6.4 102.00 10.00 36.30 0.87510 '' 22 254 32.9 258 6.1 146.00 9.10 41.90 1.05110 '' 26 254 38.5 262 6.6 147.00 11.20 49.10 1.05410 '' 30 254 44.8 266 7.6 148.00 13.00 57.00 1.05710 '' 33 254 49.2 247 7.4 202.00 11.00 62.60 1.24310 '' 39 254 58.2 252 8.0 203.00 13.50 74.20 1.24610 '' 45 254 67.4 257 8.9 202.00 11.00 85.80 1.26010 '' 49 254 72.9 253 8.6 254.00 14.20 92.90 1.44810 '' 54 254 80.0 256 9.4 255.00 15.60 101.90 1.45110 '' 60 254 89.1 260 10.7 256.00 17.30 113.60 1.45310 '' 68 254 101.3 264 11.9 257.00 19.60 129.00 1.45410 '' 77 254 114.5 269 13.5 259.00 22.10 145.80 1.45910 '' 88 254 131.2 275 15.4 261.00 25.10 167.10 1.46310 '' 100 254 148.9 282 17.3 263.00 28.40 189.70 1.46810 '' 112 254 166.6 289 19.2 265.00 31.80 212.30 1.47212 '' 14 305 21.1 303 5.0 101.00 5.70 26.80 0.97712 '' 16 305 23.9 305 5.6 101.00 6.70 30.40 0.97612 '' 19 305 28.2 309 6.0 102.00 8.90 35.90 0.97812 '' 22 305 32.8 313 6.6 102.00 10.80 41.80 0.97812 '' 26 305 38.7 310 5.8 165.00 9.70 49.40 1.230

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 13 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m m m

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp REGRESAR

12 '' 30 305 44.5 313 6.6 166.00 11.20 56.70 1.23212 '' 35 305 52.2 318 7.6 167.00 13.20 66.50 1.23612 '' 40 305 59.8 303 7.5 203.00 13.10 76.10 1.35112 '' 45 305 66.9 306 8.5 204.00 14.60 85.20 1.35312 '' 50 305 74.4 310 9.4 205.00 16.30 94.80 1.35612 '' 53 305 79.0 306 8.8 254.00 14.60 100.70 1.55212 '' 58 305 86.1 310 9.1 254.00 16.30 109.70 1.55312 '' 65 305 96.7 308 9.9 305.00 15.40 123.20 1.75512 '' 72 305 106.9 311 10.9 306.00 17.00 136.10 1.75612 '' 79 305 117.5 314 11.9 307.00 18.70 149.70 1.75712 '' 87 305 129.7 318 13.1 308.00 20.60 165.20 1.75912 '' 96 305 142.8 323 14.0 309.00 22.90 181.90 1.76212 '' 106 305 158.0 327 15.5 310.00 25.10 201.30 1.76312 '' 120 305 178.0 333 18.0 312.00 28.10 227.80 1.76612 '' 136 305 202.1 341 20.1 315.00 31.80 257.40 1.77512 '' 152 305 226.4 348 22.1 317.00 35.60 288.40 1.77712 '' 170 305 253.2 356 24.4 319.00 39.60 322.60 1.78112 '' 190 305 282.6 365 26.9 322.00 44.10 360.00 1.78812 '' 210 305 313.0 374 30.0 325.00 48.30 398.70 1.79512 '' 230 305 342.9 382 32.6 328.00 52.60 436.80 1.80012 '' 252 305 375.3 391 35.4 330.00 57.20 478.10 1.80212 '' 279 305 414.3 403 38.9 334.00 62.70 528.40 1.81312 '' 305 305 453.8 415 41.3 336.00 68.70 578.10 1.81712 '' 336 305 500.4 427 45.1 340.00 75.10 637.40 1.82314 '' 22 356 32.9 349 5.5 127.00 8.50 41.90 1.16114 '' 26 356 38.9 353 6.4 128.00 10.70 49.60 1.16214 '' 30 356 44.8 352 6.9 171.00 9.80 57.10 1.33514 '' 34 356 50.6 355 7.2 171.00 11.60 64.50 1.33314 '' 38 356 56.7 358 7.9 172.00 13.10 72.30 1.33614 '' 43 356 63.8 347 7.8 203.00 13.50 81.30 1.43614 '' 48 356 71.4 350 8.6 204.00 15.10 91.00 1.43814 '' 53 356 79.0 354 9.4 205.00 16.80 100.70 1.44214 '' 61 356 90.7 353 9.5 254.00 16.40 115.50 1.63714 '' 68 356 101.3 357 10.5 255.00 18.30 129.00 1.64014 '' 74 356 110.4 3960 11.4 256.00 19.90 140.70 8.84214 '' 82 356 122.1 363 13.0 257.00 21.70 155.50 1.64114 '' 90 356 134.2 356 11.2 369.00 18.00 171.00 2.09414 '' 99 356 147.4 360 12.3 370.00 19.80 187.80 2.09614 '' 109 356 162.1 364 13.3 371.00 21.80 206.50 2.09814 '' 120 356 178.8 368 15.0 373.00 23.90 227.80 2.10214 '' 132 356 196.5 372 16.4 374.00 26.20 250.30 2.10214 '' 145 356 216.3 375 17.3 394.00 27.70 275.50 2.18114 '' 159 356 236.5 380 18.9 395.00 30.20 301.30 2.181

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ELABORO: ING. J. NUÑEZ M.NOV-01 14 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m m m

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp REGRESAR

14 '' 176 356 262.3 387 21.1 398.00 33.30 334.20 2.19114 '' 193 356 287.7 393 22.6 399.00 36.60 366.50 2.19014 '' 211 356 314.0 399 24.9 401.00 39.60 400.00 2.19414 '' 233 356 346.9 407 27.2 404.00 43.70 442.00 2.20114 '' 257 356 382.9 416 29.8 406.00 48.00 487.80 2.20414 '' 283 356 421.9 425 32.8 409.00 52.60 537.50 2.21014 '' 311 356 462.9 435 35.8 412.00 57.40 589.70 2.21714 '' 342 356 511.5 446 39.1 416.00 62.70 651.70 2.22714 '' 370 356 552.0 455 42.0 418.00 67.60 703.30 2.22814 '' 398 356 592.5 465 45.0 421.00 72.30 754.90 2.23514 '' 426 356 633.1 474 47.6 424.00 77.10 806.50 2.24014 '' 455 356 678.6 483 51.2 428.00 81.50 864.60 2.25014 '' 400 356 744.5 498 55.6 432.00 88.90 948.40 2.25714 '' 550 356 820.4 514 60.5 437.00 97.00 1045.20 2.26714 '' 605 356 901.5 531 65.9 442.00 106.00 1148.50 2.27414 '' 665 356 992.6 550 71.9 448.00 115.00 1264.60 2.28814 '' 730 356 1088.6 569 78.0 454.00 125.00 1387.20 2.29816 '' 26 406 38.9 399 6.4 140.00 8.80 49.60 1.31016 '' 31 406 46.2 403 7.0 140.00 11.20 58.80 1.30716 '' 36 406 53.7 403 7.5 177.00 10.90 68.40 1.45516 '' 40 406 59.8 407 7.8 178.00 12.80 76.10 1.45916 '' 45 406 67.4 410 8.8 179.00 14.40 85.80 1.46116 '' 50 406 74.4 413 9.7 180.00 16.00 94.80 1.46316 '' 57 406 85.1 417 10.9 181.00 18.20 108.40 1.46316 '' 67 406 99.8 413 10.0 260.00 16.90 127.10 1.77816 '' 77 406 114.5 420 11.6 261.00 19.30 145.80 1.78416 '' 89 406 132.7 425 13.2 263.00 22.20 169.00 1.78716 '' 100 406 148.9 431 14.9 265.00 25.00 189.70 1.79218 '' 35 457 52.2 450 7.6 152.00 10.80 66.50 1.45018 '' 40 457 59.8 455 8.0 153.00 13.30 76.10 1.45318 '' 46 457 68.4 459 9.1 154.00 15.40 87.10 1.45418 '' 50 457 74.5 457 9.0 190.00 14.50 94.80 1.59818 '' 55 457 82.0 460 9.9 191.00 16.00 104.50 1.60018 '' 60 457 89.1 463 10.5 192.00 17.70 113.60 1.60218 '' 65 457 96.7 466 11.4 193.00 19.10 123.20 1.60518 '' 71 457 105.3 469 12.6 194.00 20.60 134.20 1.60618 '' 76 457 112.9 463 10.8 280.00 17.30 143.90 1.95518 '' 86 457 128.1 467 12.2 282.00 19.60 163.20 1.95918 '' 97 457 144.3 472 13.6 283.00 22.10 183.90 1.96018 '' 106 457 157.5 476 15.0 284.00 23.90 200.70 1.96218 '' 119 457 177.8 482 1.6 286.00 26.90 226.50 1.99721 '' 44 533 65.8 525 8.9 165.00 11.40 83.90 1.64721 '' 50 533 74.4 529 9.7 166.00 13.60 94.80 1.648

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ELABORO: ING. J. NUÑEZ M.NOV-01 15 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m m m

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp REGRESAR

21 '' 57 533 84.6 535 10.3 166.00 16.50 107.70 1.64721 '' 62 533 92.7 533 10.2 209.00 15.60 118.10 1.81921 '' 68 533 101.3 537 10.9 210.00 17.40 129.00 1.82321 '' 73 533 108.9 539 11.6 211.00 18.80 138.70 1.82421 '' 83 533 123.1 544 13.1 212.00 21.20 156.80 1.82521 '' 93 533 138.3 549 14.7 214.00 23.60 176.10 1.83021 '' 101 533 150.9 543 12.7 312.00 20.30 192.30 2.22721 '' 111 533 165.6 546 14.0 313.00 22.20 211.00 2.22721 '' 122 533 181.8 551 15.2 315.00 24.40 231.60 2.23421 '' 132 533 196.5 554 16.5 316.00 26.30 250.30 2.23421 '' 147 533 218.8 560 18.3 318.00 29.20 278.70 2.23924 '' 55 610 82.0 599 10.0 178.00 12.80 104.50 1.83924 '' 62 610 92.2 603 10.9 179.00 15.00 117.40 1.84024 '' 68 610 101.6 603 10.5 228.00 14.90 129.70 2.03724 '' 76 610 113.4 608 11.2 228.00 17.30 144.50 2.03624 '' 84 610 125.1 612 11.9 229.00 19.60 159.40 2.03824 '' 94 610 140.3 617 13.1 230.00 22.20 178.70 2.03924 '' 104 610 155.0 611 12.7 324.00 19.10 197.40 2.41624 '' 117 610 174.2 616 14.0 325.00 21.60 221.90 2.41824 '' 131 610 195.0 622 15.4 327.00 24.40 248.40 2.42424 '' 146 610 217.8 628 16.5 328.00 27.70 277.40 2.42424 '' 162 610 241.6 635 17.9 329.00 31.10 307.80 2.42627 '' 84 686 125.6 678 117.7 253.00 16.30 160.00 2.06727 '' 94 686 140.3 684 12.4 254.00 18.90 178.70 2.28427 '' 102 686 151.9 688 13.1 254.00 21.10 193.60 2.28127 '' 114 686 169.7 693 14.5 256.00 23.60 216.10 2.28727 '' 146 686 217.3 695 15.4 355.00 24.80 276.80 2.68027 '' 161 686 240.1 701 16.8 356.00 27.40 305.80 2.68327 '' 178 686 264.9 706 18.4 358.00 30.20 337.40 2.68630 '' 99 762 147.4 753 13.2 265.00 17.00 187.80 2.47230 '' 108 762 160.5 758 13.8 266.00 19.30 204.50 2.47530 '' 116 762 173.2 762 14.5 267.00 21.60 220.70 2.47730 '' 124 762 184.9 766 14.9 267.00 21.60 235.50 2.48430 '' 132 762 197.0 770 15.6 268.00 25.40 251.00 2.47930 '' 173 762 257.3 773 16.6 381.00 27.10 327.80 2.92830 '' 191 762 284.1 779 18.0 382.00 30.10 362.00 2.93030 '' 211 762 314.0 786 19.7 384.00 33.40 400.00 2.93533 '' 118 838 175.7 835 14.0 292.00 18.80 223.90 2.73533 '' 130 838 194.0 840 14.7 292.00 21.70 247.10 2.73233 '' 141 838 210.7 846 15.4 293.00 24.40 268.40 2.73633 '' 152 838 226.4 851 16.1 294.00 26.80 288.40 2.73933 '' 301 838 299.3 855 18.2 400.00 29.20 381.30 3.15733 '' 221 838 329.2 862 19.7 401.00 32.40 419.40 3.159

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PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m m m

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp REGRESAR

33 '' 241 838 359.1 868 21.1 403.00 35.60 457.40 3.16336 '' 135 914 201.1 903 15.2 304.00 20.10 256.10 2.91136 '' 150 914 223.9 911 15.9 304.00 23.90 285.20 2.91136 '' 160 914 238.0 915 16.5 305.00 25.90 303.20 2.91336 '' 170 914 253.2 919 17.3 306.00 27.90 322.60 2.91636 '' 182 914 271.5 923 18.4 307.00 30.00 345.80 2.91736 '' 194 914 288.7 927 19.4 308.00 32.00 367.80 2.91936 '' 210 914 313.0 932 21.1 309.00 34.50 398.70 2.92036 '' 230 914 342.4 912 19.3 418.00 32.00 436.20 3.32936 '' 245 914 365.2 916 20.0 419.00 34.30 465.20 3.33136 '' 260 914 387.4 921 21.3 420.00 36.60 493.60 3.33336 '' 280 914 417.3 928 22.5 422.00 39.90 531.60 3.33936 '' 300 914 447.2 933 24.0 423.00 42.70 569.70 3.339

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

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ELABORO: ING. J. NUÑEZ M.NOV-01 17 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

VIGA IR 4'' X 13.00 LB/PIE ( 19.40 KG/ML )VIGA IR 5'' X 16.00 LB/PIE ( 23.70 KG/ML )VIGA IR '' X 19.00 LB/PIE ( 28.10 KG/ML )VIGA IR 6'' X 9.00 LB/PIE ( 13.60 KG/ML )VIGA IR 6'' X 12.00 LB/PIE ( 18.00 KG/ML )VIGA IR 6'' X 16.00 LB/PIE ( 24.00 KG/ML )VIGA IR 6'' X 15.00 LB/PIE ( 22.40 KG/ML )VIGA IR 6'' X 20.00 LB/PIE ( 29.70 KG/ML )VIGA IR 6'' X 25.00 LB/PIE ( 37.20 KG/ML )VIGA IR 8'' X 10.00 LB/PIE ( 15.00 KG/ML )VIGA IR 8'' X 13.00 LB/PIE ( 19.40 KG/ML )VIGA IR 8'' X 15.00 LB/PIE ( 22.50 KG/ML )VIGA IR 8'' X 18.00 LB/PIE ( 26.60 KG/ML )VIGA IR 8'' X 21.00 LB/PIE ( 31.20 KG/ML )VIGA IR 8'' X 24.00 LB/PIE ( 35.90 KG/ML )VIGA IR 8'' X 28.00 LB/PIE ( 41.80 KG/ML )VIGA IR 8'' X 31.00 LB/PIE ( 46.20 KG/ML )VIGA IR 8'' X 35.00 LB/PIE ( 52.20 KG/ML )VIGA IR 8'' X 40.00 LB/PIE ( 59.30 KG/ML )VIGA IR 8'' X 48.00 LB/PIE ( 71.43 KG/ML )VIGA IR 8'' X 58.00 LB/PIE ( 86.60 KG/ML )VIGA IR 8'' X 67.00 LB/PIE ( 99.80 KG/ML )VIGA IR 10'' X 12.00 LB/PIE ( 17.86 KG/ML )VIGA IR 10'' X 15.00 LB/PIE ( 22.32 KG/ML )VIGA IR 10'' X 17.00 LB/PIE ( 25.30 KG/ML )VIGA IR 10'' X 19.00 LB/PIE ( 28.50 KG/ML )VIGA IR 10'' X 22.00 LB/PIE ( 32.90 KG/ML )VIGA IR 10'' X 26.00 LB/PIE ( 38.50 KG/ML )VIGA IR 10'' X 30.00 LB/PIE ( 44.80 KG/ML )VIGA IR 10'' X 33.00 LB/PIE ( 49.20 KG/ML )VIGA IR 10'' X 39.00 LB/PIE ( 58.20 KG/ML )VIGA IR 10'' X 45.00 LB/PIE ( 67.40 KG/ML )VIGA IR 10'' X 49.00 LB/PIE ( 72.92 KG/ML )VIGA IR 10'' X 54.00 LB/PIE ( 80.00 KG/ML )VIGA IR 10'' X 60.00 LB/PIE ( 89.10 KG/ML )VIGA IR 10'' X 68.00 LB/PIE ( 101.30 KG/ML )VIGA IR 10'' X 77.00 LB/PIE ( 114.50 KG/ML )VIGA IR 10'' X 88.00 LB/PIE ( 131.20 KG/ML )VIGA IR 10'' X 100.00 LB/PIE ( 148.90 KG/ML )VIGA IR 10'' X 112.00 LB/PIE ( 166.60 KG/ML )VIGA IR 12'' X 14.00 LB/PIE ( 21.10 KG/ML )VIGA IR 12'' X 16.00 LB/PIE ( 23.90 KG/ML )VIGA IR 12'' X 19.00 LB/PIE ( 28.20 KG/ML )VIGA IR 12'' X 22.00 LB/PIE ( 32.80 KG/ML )VIGA IR 12'' X 26.00 LB/PIE ( 38.70 KG/ML )

REGRESAR

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REGRESAR

VIGA IR 12'' X 30.00 LB/PIE ( 44.50 KG/ML )VIGA IR 12'' X 35.00 LB/PIE ( 52.20 KG/ML )VIGA IR 12'' X 40.00 LB/PIE ( 59.80 KG/ML )VIGA IR 12'' X 45.00 LB/PIE ( 66.90 KG/ML )VIGA IR 12'' X 50.00 LB/PIE ( 74.41 KG/ML )VIGA IR 12'' X 53.00 LB/PIE ( 79.00 KG/ML )VIGA IR 12'' X 58.00 LB/PIE ( 86.10 KG/ML )VIGA IR 12'' X 65.00 LB/PIE ( 96.70 KG/ML )VIGA IR 12'' X 72.00 LB/PIE ( 106.90 KG/ML )VIGA IR 12'' X 79.00 LB/PIE ( 117.50 KG/ML )VIGA IR 12'' X 87.00 LB/PIE ( 129.70 KG/ML )VIGA IR 12'' X 96.00 LB/PIE ( 142.80 KG/ML )VIGA IR 12'' X 106.00 LB/PIE ( 158.00 KG/ML )VIGA IR 12'' X 120.00 LB/PIE ( 178.00 KG/ML )VIGA IR 12'' X 136.00 LB/PIE ( 202.10 KG/ML )VIGA IR 12'' X 152.00 LB/PIE ( 226.40 KG/ML )VIGA IR 12'' X 170.00 LB/PIE ( 253.20 KG/ML )VIGA IR 12'' X 190.00 LB/PIE ( 282.60 KG/ML )VIGA IR 12'' X 210.00 LB/PIE ( 313.00 KG/ML )VIGA IR 12'' X 230.00 LB/PIE ( 342.90 KG/ML )VIGA IR 12'' X 252.00 LB/PIE ( 375.30 KG/ML )VIGA IR 12'' X 279.00 LB/PIE ( 414.30 KG/ML )VIGA IR 12'' X 305.00 LB/PIE ( 453.80 KG/ML )VIGA IR 12'' X 336.00 LB/PIE ( 500.40 KG/ML )VIGA IR 14'' X 22.00 LB/PIE ( 32.90 KG/ML )VIGA IR 14'' X 26.00 LB/PIE ( 38.90 KG/ML )VIGA IR 14'' X 30.00 LB/PIE ( 44.80 KG/ML )VIGA IR 14'' X 34.00 LB/PIE ( 50.60 KG/ML )VIGA IR 14'' X 38.00 LB/PIE ( 56.70 KG/ML )VIGA IR 14'' X 43.00 LB/PIE ( 63.80 KG/ML )VIGA IR 14'' X 48.00 LB/PIE ( 71.40 KG/ML )VIGA IR 14'' X 53.00 LB/PIE ( 79.00 KG/ML )VIGA IR 14'' X 61.00 LB/PIE ( 90.70 KG/ML )VIGA IR 14'' X 68.00 LB/PIE ( 101.30 KG/ML )VIGA IR 14'' X 74.00 LB/PIE ( 110.40 KG/ML )VIGA IR 14'' X 82.00 LB/PIE ( 122.10 KG/ML )VIGA IR 14'' X 90.00 LB/PIE ( 134.20 KG/ML )VIGA IR 14'' X 99.00 LB/PIE ( 147.40 KG/ML )VIGA IR 14'' X 109.00 LB/PIE ( 162.10 KG/ML )VIGA IR 14'' X 120.00 LB/PIE ( 178.80 KG/ML )VIGA IR 14'' X 132.00 LB/PIE ( 196.50 KG/ML )VIGA IR 14'' X 145.00 LB/PIE ( 216.30 KG/ML )VIGA IR 14'' X 159.00 LB/PIE ( 236.50 KG/ML )

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REGRESAR

VIGA IR 14'' X 176.00 LB/PIE ( 262.30 KG/ML )VIGA IR 14'' X 193.00 LB/PIE ( 287.70 KG/ML )VIGA IR 14'' X 211.00 LB/PIE ( 314.00 KG/ML )VIGA IR 14'' X 233.00 LB/PIE ( 346.90 KG/ML )VIGA IR 14'' X 257.00 LB/PIE ( 382.90 KG/ML )VIGA IR 14'' X 283.00 LB/PIE ( 421.90 KG/ML )VIGA IR 14'' X 311.00 LB/PIE ( 462.90 KG/ML )VIGA IR 14'' X 342.00 LB/PIE ( 511.50 KG/ML )VIGA IR 14'' X 370.00 LB/PIE ( 552.00 KG/ML )VIGA IR 14'' X 398.00 LB/PIE ( 592.50 KG/ML )VIGA IR 14'' X 426.00 LB/PIE ( 633.10 KG/ML )VIGA IR 14'' X 455.00 LB/PIE ( 678.60 KG/ML )VIGA IR 14'' X 400.00 LB/PIE ( 744.50 KG/ML )VIGA IR 14'' X 550.00 LB/PIE ( 820.40 KG/ML )VIGA IR 14'' X 605.00 LB/PIE ( 901.50 KG/ML )VIGA IR 14'' X 665.00 LB/PIE ( 992.60 KG/ML )VIGA IR 14'' X 730.00 LB/PIE ( 1088.60 KG/ML )VIGA IR 16'' X 26.00 LB/PIE ( 38.90 KG/ML )VIGA IR 16'' X 31.00 LB/PIE ( 46.20 KG/ML )VIGA IR 16'' X 36.00 LB/PIE ( 53.70 KG/ML )VIGA IR 16'' X 40.00 LB/PIE ( 59.80 KG/ML )VIGA IR 16'' X 45.00 LB/PIE ( 67.40 KG/ML )VIGA IR 16'' X 50.00 LB/PIE ( 74.40 KG/ML )VIGA IR 16'' X 57.00 LB/PIE ( 85.10 KG/ML )VIGA IR 16'' X 67.00 LB/PIE ( 99.80 KG/ML )VIGA IR 16'' X 77.00 LB/PIE ( 114.50 KG/ML )VIGA IR 16'' X 89.00 LB/PIE ( 132.70 KG/ML )VIGA IR 16'' X 100.00 LB/PIE ( 148.90 KG/ML )VIGA IR 18'' X 35.00 LB/PIE ( 52.20 KG/ML )VIGA IR 18'' X 40.00 LB/PIE ( 59.80 KG/ML )VIGA IR 18'' X 46.00 LB/PIE ( 68.40 KG/ML )VIGA IR 18'' X 50.00 LB/PIE ( 74.50 KG/ML )VIGA IR 18'' X 55.00 LB/PIE ( 82.00 KG/ML )VIGA IR 18'' X 60.00 LB/PIE ( 89.10 KG/ML )VIGA IR 18'' X 65.00 LB/PIE ( 96.70 KG/ML )VIGA IR 18'' X 71.00 LB/PIE ( 105.30 KG/ML )VIGA IR 18'' X 76.00 LB/PIE ( 112.90 KG/ML )VIGA IR 18'' X 86.00 LB/PIE ( 128.10 KG/ML )VIGA IR 18'' X 97.00 LB/PIE ( 144.30 KG/ML )VIGA IR 18'' X 106.00 LB/PIE ( 157.50 KG/ML )VIGA IR 18'' X 119.00 LB/PIE ( 177.80 KG/ML )VIGA IR 21'' X 44.00 LB/PIE ( 65.80 KG/ML )VIGA IR 21'' X 50.00 LB/PIE ( 74.40 KG/ML )

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VIGA IR 21'' X 57.00 LB/PIE ( 84.60 KG/ML )VIGA IR 21'' X 62.00 LB/PIE ( 92.70 KG/ML )VIGA IR 21'' X 68.00 LB/PIE ( 101.30 KG/ML )VIGA IR 21'' X 73.00 LB/PIE ( 108.90 KG/ML )VIGA IR 21'' X 83.00 LB/PIE ( 123.10 KG/ML )VIGA IR 21'' X 93.00 LB/PIE ( 138.30 KG/ML )VIGA IR 21'' X 101.00 LB/PIE ( 150.90 KG/ML )VIGA IR 21'' X 111.00 LB/PIE ( 165.60 KG/ML )VIGA IR 21'' X 122.00 LB/PIE ( 181.80 KG/ML )VIGA IR 21'' X 132.00 LB/PIE ( 196.50 KG/ML )VIGA IR 21'' X 147.00 LB/PIE ( 218.80 KG/ML )VIGA IR 24'' X 55.00 LB/PIE ( 82.00 KG/ML )VIGA IR 24'' X 62.00 LB/PIE ( 92.20 KG/ML )VIGA IR 24'' X 68.00 LB/PIE ( 101.60 KG/ML )VIGA IR 24'' X 76.00 LB/PIE ( 113.40 KG/ML )VIGA IR 24'' X 84.00 LB/PIE ( 125.10 KG/ML )VIGA IR 24'' X 94.00 LB/PIE ( 140.30 KG/ML )VIGA IR 24'' X 104.00 LB/PIE ( 155.00 KG/ML )VIGA IR 24'' X 117.00 LB/PIE ( 174.20 KG/ML )VIGA IR 24'' X 131.00 LB/PIE ( 195.00 KG/ML )VIGA IR 24'' X 146.00 LB/PIE ( 217.80 KG/ML )VIGA IR 24'' X 162.00 LB/PIE ( 241.60 KG/ML )VIGA IR 27'' X 84.00 LB/PIE ( 125.60 KG/ML )VIGA IR 27'' X 94.00 LB/PIE ( 140.30 KG/ML )VIGA IR 27'' X 102.00 LB/PIE ( 151.90 KG/ML )VIGA IR 27'' X 114.00 LB/PIE ( 169.70 KG/ML )VIGA IR 27'' X 146.00 LB/PIE ( 217.30 KG/ML )VIGA IR 27'' X 161.00 LB/PIE ( 240.10 KG/ML )VIGA IR 27'' X 178.00 LB/PIE ( 264.90 KG/ML )VIGA IR 30'' X 99.00 LB/PIE ( 147.40 KG/ML )VIGA IR 30'' X 108.00 LB/PIE ( 160.50 KG/ML )VIGA IR 30'' X 116.00 LB/PIE ( 173.20 KG/ML )VIGA IR 30'' X 124.00 LB/PIE ( 184.90 KG/ML )VIGA IR 30'' X 132.00 LB/PIE ( 197.00 KG/ML )VIGA IR 30'' X 173.00 LB/PIE ( 257.30 KG/ML )VIGA IR 30'' X 191.00 LB/PIE ( 284.10 KG/ML )VIGA IR 30'' X 211.00 LB/PIE ( 314.00 KG/ML )VIGA IR 33'' X 118.00 LB/PIE ( 175.70 KG/ML )VIGA IR 33'' X 130.00 LB/PIE ( 194.00 KG/ML )VIGA IR 33'' X 141.00 LB/PIE ( 210.70 KG/ML )VIGA IR 33'' X 152.00 LB/PIE ( 226.40 KG/ML )VIGA IR 33'' X 301.00 LB/PIE ( 299.30 KG/ML )VIGA IR 33'' X 221.00 LB/PIE ( 329.20 KG/ML )

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VIGA IR 33'' X 241.00 LB/PIE ( 359.10 KG/ML )VIGA IR 36'' X 135.00 LB/PIE ( 201.10 KG/ML )VIGA IR 36'' X 150.00 LB/PIE ( 223.90 KG/ML )VIGA IR 36'' X 160.00 LB/PIE ( 238.00 KG/ML )VIGA IR 36'' X 170.00 LB/PIE ( 253.20 KG/ML )VIGA IR 36'' X 182.00 LB/PIE ( 271.50 KG/ML )VIGA IR 36'' X 194.00 LB/PIE ( 288.70 KG/ML )VIGA IR 36'' X 210.00 LB/PIE ( 313.00 KG/ML )VIGA IR 36'' X 230.00 LB/PIE ( 342.40 KG/ML )VIGA IR 36'' X 245.00 LB/PIE ( 365.20 KG/ML )VIGA IR 36'' X 260.00 LB/PIE ( 387.40 KG/ML )VIGA IR 36'' X 280.00 LB/PIE ( 417.30 KG/ML )VIGA IR 36'' X 300.00 LB/PIE ( 447.20 KG/ML )

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A L M A P A T I N

d Peso d Pesoc m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m

3 '' 4.10 76 6.10 4.32 35.81 6.93 7.68 0.2733 '' 5.00 76 7.44 6.50 38.05 6.93 9.42 0.2783 '' 6.00 76 8.93 9.04 40.54 6.93 11.29 0.2834 '' 5.40 102 8.04 4.57 40.13 7.52 10.06 0.3404 '' 7.25 102 10.79 8.13 43.69 7.52 13.68 0.3475 '' 6.70 127 9.97 4.83 44.45 8.13 12.58 0.4065 '' 9.00 127 13.39 8.26 47.88 8.13 16.97 0.4136 '' 8.20 152 12.20 5.08 48.77 8.71 15.42 0.4726 '' 10.50 152 15.63 7.98 51.66 8.71 19.81 0.4786 '' 13.00 152 19.35 11.10 54.79 8.71 24.58 0.4846 '' 15.50 152 23.07 14.30 58.00 8.70 29.42 0.4917 '' 9.80 178 14.58 5.33 53.09 9.30 18.39 0.5397 '' 12.25 178 18.23 7.98 55.73 9.30 23.10 0.5447 '' 14.75 178 21.95 10.64 58.39 9.30 27.87 0.5498 '' 11.50 203 17.11 5.59 57.40 9.91 21.68 0.6058 '' 13.75 203 20.46 7.70 59.51 9.91 25.94 0.6098 '' 18.75 203 27.90 12.37 64.19 9.91 35.42 0.6198 '' 21.25 203 31.62 14.80 67.00 9.91 40.32 0.6259 '' 13.40 229 19.80 5.92 62.00 10.50 25.30 0.6729 '' 15.00 229 22.10 7.24 63.00 10.50 28.20 0.6749 '' 20.00 229 29.30 11.40 67.00 10.50 37.30 0.681

10 '' 15.30 254 22.76 6.10 66.04 11.07 28.97 0.73810 '' 20.00 254 29.76 9.63 69.57 11.07 37.94 0.74510 '' 25.00 254 37.20 13.36 73.30 11.07 47.42 0.75210 '' 30.00 254 44.64 17.09 77.04 11.07 56.90 0.76012 '' 20.70 305 30.80 7.16 74.73 12.72 39.29 0.86912 '' 25.00 305 37.20 9.83 77.39 12.72 47.42 0.87415 '' 30.00 381 44.64 12.95 80.52 12.72 56.90 1.03315 '' 33.90 381 50.30 10.20 86.00 16.50 64.00 1.05315 '' 40.00 381 59.10 13.20 89.00 16.50 75.30 1.05915 '' 50.00 381 73.60 18.20 94.00 16.50 93.70 1.069

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

CEPERFIL C ESTANDAR

X X

Y

Y

d

bp

tp

ta

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 23 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

CANAL CE 3'' X 4.10 LB/PIE ( 6.10 KG/ML )CANAL CE 3'' X 5.00 LB/PIE ( 7.44 KG/ML )CANAL CE 3'' X 6.00 LB/PIE ( 8.93 KG/ML )CANAL CE 4'' X 5.40 LB/PIE ( 8.04 KG/ML )CANAL CE 4'' X 7.25 LB/PIE ( 10.79 KG/ML )CANAL CE 5'' X 6.70 LB/PIE ( 9.97 KG/ML )CANAL CE 5'' X 9.00 LB/PIE ( 13.39 KG/ML )CANAL CE 6'' X 8.20 LB/PIE ( 12.20 KG/ML )CANAL CE 6'' X 10.50 LB/PIE ( 15.63 KG/ML )CANAL CE 6'' X 13.00 LB/PIE ( 19.35 KG/ML )CANAL CE 6'' X 15.50 LB/PIE ( 23.07 KG/ML )CANAL CE 7'' X 9.80 LB/PIE ( 14.58 KG/ML )CANAL CE 7'' X 12.25 LB/PIE ( 18.23 KG/ML )CANAL CE 7'' X 14.75 LB/PIE ( 21.95 KG/ML )CANAL CE 8'' X 11.50 LB/PIE ( 17.11 KG/ML )CANAL CE 8'' X 13.75 LB/PIE ( 20.46 KG/ML )CANAL CE 8'' X 18.75 LB/PIE ( 27.90 KG/ML )CANAL CE 8'' X 21.25 LB/PIE ( 31.62 KG/ML )CANAL CE 9'' X 13.40 LB/PIE ( 19.80 KG/ML )CANAL CE 9'' X 15.00 LB/PIE ( 22.10 KG/ML )CANAL CE 9'' X 20.00 LB/PIE ( 29.30 KG/ML )CANAL CE 10'' X 15.30 LB/PIE ( 22.76 KG/ML )CANAL CE 10'' X 20.00 LB/PIE ( 29.76 KG/ML )CANAL CE 10'' X 25.00 LB/PIE ( 37.20 KG/ML )CANAL CE 10'' X 30.00 LB/PIE ( 44.64 KG/ML )CANAL CE 12'' X 20.70 LB/PIE ( 30.80 KG/ML )CANAL CE 12'' X 25.00 LB/PIE ( 37.20 KG/ML )CANAL CE 15'' X 30.00 LB/PIE ( 44.64 KG/ML )CANAL CE 15'' X 33.90 LB/PIE ( 50.30 KG/ML )CANAL CE 15'' X 40.00 LB/PIE ( 59.10 KG/ML )CANAL CE 15'' X 50.00 LB/PIE ( 73.60 KG/ML )

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 24 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTE A L M A P A T I N

d Peso d Peso dc m ² m ² / m lplg lb / ft m m Kg / ml m m m m m m m m

3 '' 5.7 76 8.5 76 4.32 59.18 6.60 10.80 0.3543 '' 7.5 76 11.2 76 8.86 63.73 6.60 14.30 0.3634 '' 5.6 100 8.3 100 4.50 50.00 6.80 10.60 0.3644 '' 7.7 102 11.5 102 4.90 67.64 7.44 14.60 0.4344 '' 9.5 102 14.1 102 8.28 71.02 7.44 18.00 0.4415 '' 7.5 127 11.2 120 5.10 58.00 7.70 14.20 0.4315 '' 10.0 127 14.9 127 5.44 76.30 8.28 19.00 0.5155 '' 14.8 127 22.0 127 12.55 83.41 8.28 28.00 0.5296 '' 12.0 160 17.9 160 6.30 74.00 9.50 22.80 0.5656 '' 12.5 152 18.6 152 5.89 84.63 9.12 23.70 0.5956 '' 17.3 152 25.7 152 11.81 90.55 9.12 32.70 0.6077 '' 15.3 178 22.8 178 6.40 93.01 9.96 29.00 0.6757 '' 20.0 178 29.8 178 11.43 98.04 9.96 37.90 0.6858 '' 17.7 200 26.3 200 7.50 90.00 11.30 33.50 0.7008 '' 18.4 203 27.4 203 6.88 101.63 10.82 34.90 0.7568 '' 23.0 203 34.2 203 11.20 105.94 10.82 43.70 0.7649 '' 21.8 229 32.4 229 7.40 110.00 11.60 40.70 0.836

10 '' 25.4 254 37.8 254 7.90 118.39 12.47 48.10 0.91610 '' 35.0 254 52.1 254 15.09 125.58 12.47 66.50 0.93012 '' 31.8 305 47.3 305 8.89 127.00 13.82 60.30 1.04512 '' 35.0 305 52.1 305 10.87 128.98 13.82 66.50 1.04912 '' 40.8 305 60.7 305 11.73 133.40 16.74 77.40 1.05312 '' 50.0 305 74.4 305 17.45 139.11 16.74 94.80 1.06415 '' 42.9 381 63.8 381 10.44 139.73 15.80 81.30 1.23715 '' 50.0 381 74.4 381 13.97 143.26 15.80 94.80 1.24418 '' 54.7 457 81.4 457 11.71 152.43 17.55 104.00 1.43118 '' 70.0 457 104.2 457 18.06 158.78 17.55 133.00 1.44320 '' 66.0 508 98.2 508 12.83 158.88 20.19 125.00 1.54520 '' 75.0 508 112.0 508 16.13 162.18 20.19 142.00 1.55220 '' 86.0 508 128.0 514 16.76 179.32 23.37 163.00 1.61820 '' 96.0 508 143.0 514 20.32 182.88 23.37 182.00 1.62524 '' 80.0 610 119.1 607 12.70 177.80 22.10 152.00 1.81124 '' 90.0 610 134.0 607 15.88 180.98 22.10 171.00 1.818

24 '' 100.0 610 149.0 607 18.92 184.02 22.10 189.00 1.82424 '' 106.0 610 158.0 622 15.75 200.00 27.69 201.00 1.90224 '' 121.0 610 180.0 622 20.32 204.47 27.69 230.00 1.910

D E S I G N A C I O N d x Peso

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

t a b p t p

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

IEPERFIL I ESTANDAR

X X

Y

Y

d

bp

ta

tp

tp REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 25 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

VIGA IE 3'' X 5.70 LB/PIE ( 8.48 KG/ML )VIGA IE 3'' X 7.50 LB/PIE ( 11.16 KG/ML )VIGA IE 4'' X 5.60 LB/PIE ( 8.32 KG/ML )VIGA IE 4'' X 7.70 LB/PIE ( 11.46 KG/ML )VIGA IE 4'' X 9.50 LB/PIE ( 14.14 KG/ML )VIGA IE 5'' X 7.50 LB/PIE ( 11.16 KG/ML )VIGA IE 5'' X 10.00 LB/PIE ( 14.88 KG/ML )VIGA IE 5'' X 14.75 LB/PIE ( 21.95 KG/ML )VIGA IE 6'' X 12.00 LB/PIE ( 17.86 KG/ML )VIGA IE 6'' X 12.50 LB/PIE ( 18.60 KG/ML )VIGA IE 6'' X 17.25 LB/PIE ( 25.67 KG/ML )VIGA IE 7'' X 15.30 LB/PIE ( 22.77 KG/ML )VIGA IE 7'' X 20.00 LB/PIE ( 29.76 KG/ML )VIGA IE 8'' X 17.70 LB/PIE ( 26.34 KG/ML )VIGA IE 8'' X 18.40 LB/PIE ( 27.38 KG/ML )VIGA IE 8'' X 23.00 LB/PIE ( 34.23 KG/ML )VIGA IE 9'' X 21.80 LB/PIE ( 32.44 KG/ML )VIGA IE 10'' X 25.40 LB/PIE ( 37.80 KG/ML )VIGA IE 10'' X 35.00 LB/PIE ( 52.09 KG/ML )VIGA IE 12'' X 31.80 LB/PIE ( 47.32 KG/ML )VIGA IE 12'' X 35.00 LB/PIE ( 52.09 KG/ML )VIGA IE 12'' X 40.80 LB/PIE ( 60.72 KG/ML )VIGA IE 12'' X 50.00 LB/PIE ( 74.41 KG/ML )VIGA IE 15'' X 42.90 LB/PIE ( 63.84 KG/ML )VIGA IE 15'' X 50.00 LB/PIE ( 74.41 KG/ML )VIGA IE 18'' X 54.70 LB/PIE ( 81.40 KG/ML )VIGA IE 18'' X 70.00 LB/PIE ( 104.20 KG/ML )VIGA IE 20'' X 66.00 LB/PIE ( 98.22 KG/ML )VIGA IE 20'' X 75.00 LB/PIE ( 112.00 KG/ML )VIGA IE 20'' X 86.00 LB/PIE ( 127.98 KG/ML )VIGA IE 20'' X 96.00 LB/PIE ( 143.00 KG/ML )VIGA IE 24'' X 80.00 LB/PIE ( 119.06 KG/ML )VIGA IE 24'' X 90.00 LB/PIE ( 134.00 KG/ML )VIGA IE 24'' X 100.00 LB/PIE ( 149.00 KG/ML )VIGA IE 24'' X 106.00 LB/PIE ( 158.00 KG/ML )VIGA IE 24'' X 121.00 LB/PIE ( 180.00 KG/ML )

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 26 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

16'' x 0.625'' 406 x 16 1149 217.6 171.7 3.92444'' x 0.312'' 1118 x 8

16'' x 0.750'' 406 x 19 1156 243.4 191.1 3.93744'' x 0.312'' 1118 x 8

16'' x 0.875'' 406 x 22 1162 269.2 212.3 3.95044'' x 0.312'' 1118 x 8

16'' x 1.000'' 406 x 25 1168 295.0 233.1 3.96244'' x 0.312'' 1118 x 8

16'' x 1.250'' 406 x 32 1181 346.6 273.3 3.98844'' x 0.312'' 1118 x 8

16'' x 1.500'' 406 x 38 1194 398.2 314.1 4.01344'' x 0.312'' 1118 x 8

16'' x 1.750'' 406 x 44 1206 449.9 354.3 4.03944'' x 0.312'' 1118 x 8

16'' x 0.625'' 406 x 16 1251 245.2 192.6 4.12848'' x 0.375'' 1219 x 10

16'' x 0.750'' 406 x 19 1257 271.0 213.4 4.14048'' x 0.375'' 1219 x 10

16'' x 0.875'' 406 x 22 1264 296.8 238.2 4.15348'' x 0.375'' 1219 x 10

16'' x 1.000'' 406 x 25 1270 322.6 254.0 4.16648'' x 0.375'' 1219 x 10

16'' x 1.250'' 406 x 32 1283 374.2 294.2 4.19148'' x 0.375'' 1219 x 10

16'' x 1.500'' 406 x 38 1295 425.8 334.9 4.21648'' x 0.375'' 1219 x 10

16'' x 1.750'' 406 x 44 1308 477.4 376.6 4.242

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 27 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

48'' x 0.375'' 1219 x 10

16'' x 2.000'' 406 x 51 1320 529.0 416.8 4.26748'' x 0.375'' 1219 x 10

16'' x 2.250'' 406 x 57 1333 580.6 458.0 4.29348'' x 0.375'' 1219 x 10

18'' x 0.625'' 457 x 16 1352 271.0 213.4 4.53452'' x 0.375'' 1321 x 10

18'' x 0.750'' 457 x 19 3158 300.0 236.7 4.54752'' x 0.375'' 1321 x 10

18'' x 0.875'' 457 x 22 1365 329.0 258.5 4.55952'' x 0.375'' 1321 x 10

18'' x 1.000'' 457 x 25 1371 358.1 282.3 4.57252'' x 0.375'' 1321 x 10

18'' x 1.250'' 457 x 32 1384 416.1 326.9 4.59752'' x 0.375'' 1321 x 10

18'' x 1.500'' 457 x 38 1397 474.2 373.6 4.62352'' x 0.375'' 1321 x 10

18'' x 1.750'' 457 x 44 1409 532.3 418.3 4.64852'' x 0.375'' 1321 x 10

18'' x 2.000'' 457 x 51 1422 590.3 464.4 4.67452'' x 0.375'' 1321 x 10

18'' x 2.250'' 457 x 57 1435 648.4 511.6 4.69952'' x 0.375'' 1321 x 10

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ELABORO: ING. J. NUÑEZ M.NOV-01 28 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

18'' x 0.625'' 457 x 16 1454 303.4 238.7 4.73756'' x 0.438'' 1422 x 11

18'' x 0.750'' 457 x 19 1460 332.4 261.0 4.75056'' x 0.438'' 1422 x 11

18'' x 0.875'' 457 x 22 1466 361.5 283.8 4.76356'' x 0.438'' 1422 x 11

18'' x 1.000'' 457 x 25 1473 390.5 307.6 4.77556'' x 0.438'' 1422 x 11

18'' x 1.250'' 457 x 32 1485 448.6 352.2 4.80156'' x 0.438'' 1422 x 11

18'' x 1.500'' 457 x 38 1498 506.5 398.9 4.82656'' x 0.438'' 1422 x 11

18'' x 1.750'' 457 x 44 1511 564.7 445.0 4.85156'' x 0.438'' 1422 x 11

18'' x 2.000'' 457 x 51 1524 622.6 489.7 4.87756'' x 0.438'' 1422 x 11

18'' x 2.500'' 457 x 64 1549 741.9 581.5 4.92856'' x 0.438'' 1422 x 11

20'' x 0.750'' 508 x 19 1562 362.6 284.8 5.15660'' x 0.438'' 1524 x 11

20'' x 0.875'' 508 x 22 1568 394.8 310.5 5.16960'' x 0.438'' 1524 x 11

20'' x 1.000'' 508 x 25 1574 427.1 335.8 5.18260'' x 0.438'' 1524 x 11

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ELABORO: ING. J. NUÑEZ M.NOV-01 29 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

20'' x 1.250'' 508 x 32 1587 491.6 386.4 5.20760'' x 0.438'' 1524 x 11

20'' x 1.500'' 508 x 38 1600 556.1 439.6 5.23260'' x 0.438'' 1524 x 11

20'' x 1.750'' 508 x 44 1612 620.6 488.2 5.25860'' x 0.438'' 1524 x 11

20'' x 2.000'' 508 x 51 1625 683.9 538.8 5.28360'' x 0.438'' 1524 x 11

20'' x 2.500'' 508 x 64 1651 812.9 641.0 5.33460'' x 0.438'' 1524 x 11

22'' x 0.750'' 559 x 19 1714 425.8 333.9 5.66466'' x 0.500'' 1676 x 13

22'' x 0.875'' 559 x 22 1720 461.3 362.6 5.67766'' x 0.500'' 1676 x 13

22'' x 1.000'' 559 x 25 1727 496.8 390.9 5.69066'' x 0.500'' 1676 x 13

22'' x 1.250'' 559 x 32 1739 567.7 446.0 5.71566'' x 0.500'' 1676 x 13

22'' x 1.500'' 559 x 38 1752 638.7 503.1 5.74066'' x 0.500'' 1676 x 13

22'' x 1.750'' 559 x 44 1765 709.7 558.1 5.76666'' x 0.500'' 1676 x 13

22'' x 2.000'' 559 x 51 1778 780.6 613.2 5.79166'' x 0.500'' 1676 x 13

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ELABORO: ING. J. NUÑEZ M.NOV-01 30 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

22'' x 2.500'' 559 x 64 1803 922.6 725.8 5.84266'' x 0.500'' 1676 x 13

22'' x 3.000'' 559 x 76 1828 1064.5 837.5 5.89366'' x 0.500'' 1676 x 13

24'' x 0.875'' 610 x 22 1873 532.5 417.7 6.18572'' x 0.563'' 1829 x 14

24'' x 1.000'' 610 x 25 1879 571.2 448.9 6.19872'' x 0.563'' 1829 x 14

24'' x 1.250'' 610 x 32 1892 648.6 510.0 6.22372'' x 0.563'' 1829 x 14

24'' x 1.500'' 610 x 38 1905 726.0 570.1 6.24872'' x 0.563'' 1829 x 14

24'' x 1.750'' 610 x 44 1917 803.5 631.1 6.27472'' x 0.563'' 1829 x 14

24'' x 2.000'' 610 x 51 1930 877.4 692.1 6.29972'' x 0.563'' 1829 x 14

24'' x 2.500'' 610 x 64 1956 1032.3 815.1 6.35072'' x 0.563'' 1829 x 14

24'' x 3.000'' 610 x 76 1981 1187.1 935.7 6.40172'' x 0.563'' 1829 x 14

26'' x 0.875'' 660 x 22 2025 607.1 477.2 6.69378'' x 0.625'' 1981 x 16

26'' x 1.000'' 660 x 25 2032 651.6 511.4 6.70678'' x 0.625'' 1981 x 16

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ELABORO: ING. J. NUÑEZ M.NOV-01 31 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

26'' x 1.250'' 660 x 32 2044 735.5 576.9 6.73178'' x 0.625'' 1981 x 16

26'' x 1.500'' 660 x 38 2057 819.4 643.0 6.75678'' x 0.625'' 1981 x 16

26'' x 1.750'' 660 x 44 2070 903.2 708.5 6.78278'' x 0.625'' 1981 x 16

26'' x 2.000'' 660 x 51 2082 987.1 774.0 6.80778'' x 0.625'' 1981 x 16

26'' x 2.500'' 660 x 64 2108 1154.8 907.4 6.85878'' x 0.625'' 1981 x 16

26'' x 3.000'' 660 x 76 2134 1322.6 1038.4 6.90978'' x 0.625'' 1981 x 16

28'' x 1.000'' 711 x 25 2184 696.8 550.1 7.21484'' x 0.625'' 2134 x 16

28'' x 1.250'' 711 x 32 2197 787.1 620.1 7.23984'' x 0.625'' 2134 x 16

28'' x 1.500'' 711 x 38 2210 877.4 692.1 7.26484'' x 0.625'' 2134 x 16

28'' x 1.750'' 711 x 44 2222 967.7 763.5 7.29084'' x 0.625'' 2134 x 16

28'' x 2.000'' 711 x 51 2235 1058.1 833.5 7.31584'' x 0.625'' 2134 x 16

28'' x 2.500'' 711 x 64 2260 1238.7 975.8 7.36684'' x 0.625'' 2134 x 16

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ELABORO: ING. J. NUÑEZ M.NOV-01 32 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PERALTEP E S O

x

h x d

plg x plg mm x mmm m c m ² K g / m l m ² / m l

plg x plg mm x mm

D E S I G N A C I O N

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINALb p t p

t a

ISPERFIL I SOLDADO

X X

Y

ta

tp

d

tp

bp

h

REGRESAR

28'' x 3.000'' 711 x 76 2286 1419.4 1118.7 7.41784'' x 0.625'' 2134 x 16

30'' x 1.000'' 762 x 25 2336 787.1 618.6 7.72290'' x 0.688'' 2286 x 17

30'' x 1.250'' 762 x 32 2349 883.9 694.5 7.74790'' x 0.688'' 2286 x 17

30'' x 1.500'' 762 x 38 2362 980.6 771.0 7.77290'' x 0.688'' 2286 x 17

30'' x 1.750'' 762 x 44 2374 1077.4 847.9 7.79890'' x 0.688'' 2286 x 17

30'' x 2.000'' 762 x 51 2387 1174.2 922.8 7.82390'' x 0.688'' 2286 x 17

30'' x 2.500'' 762 x 64 2413 1367.7 1075.6 7.87490'' x 0.688'' 2286 x 17

30'' x 3.000'' 762 x 76 2438 1561.3 1227.4 7.92590'' x 0.688'' 2286 x 17

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ELABORO: ING. J. NUÑEZ M.NOV-01 33 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PESO

D Dc m ² Kg / m l m ² / m lplg m m

1/4 '' 6.3 0.317 0.249 0.020 5/16'' 7.9 0.495 0.388 0.025 3/8 '' 9.5 0.713 0.559 0.030 7/16'' 11.1 0.970 0.760 0.035 1/2 '' 12.7 1.267 0.994 0.040 9/16'' 14.3 1.603 1.257 0.045 5/8 '' 15.9 1.979 1.552 0.050

11/16'' 17.5 2.395 1.878 0.055 3/4 '' 19.0 2.850 2.235 0.060

13/16'' 20.6 3.345 2.622 0.065 7/8 '' 22.2 3.879 3.045 0.070

15/16'' 23.8 4.453 3.491 0.0751 '' 25.4 5.067 3.973 0.080

1 1/16'' 27.0 5.720 4.484 0.0851 1/8 '' 28.6 6.413 5.022 0.0901 3/16'' 30.2 7.145 5.605 0.0951 1/4 '' 31.8 7.917 6.208 0.1001 5/16'' 33.3 8.729 6.845 0.1051 3/8 '' 34.9 9.580 7.514 0.1101 7/16'' 36.5 10.471 8.212 0.1151 1/2 '' 38.1 11.401 9.000 0.1201 5/8 '' 41.3 13.380 10.490 0.1301 3/4 '' 44.4 15.518 12.170 0.1401 7/8 '' 47.7 17.813 13.970 0.1502 '' 50.8 20.268 15.890 0.160

2 1/4 '' 57.2 25.652 20.110 0.1802 3/8 '' 60.3 28.580 22.410 0.1902 1/2 '' 63.5 31.668 24.830 0.1992 5/8 '' 66.7 34.913 27.380 0.2092 3/4 '' 69.9 38.320 30.040 0.2192 7/8 '' 73.0 41.881 32.840 0.2293 '' 76.2 45.605 35.750 0.239

3 1/4 '' 82.5 53.518 41.970 0.2593 1/2 '' 88.9 62.069 48.680 0.2793 3/4 '' 92.5 71.253 55.880 0.2914 '' 101.6 81.073 63.580 0.319

D E S I G N A C I O N

Diámetro DA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

OSREDONDO SOLIDO LISO

X X

Y

Y

D

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 34 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PESO

d t d tc m ² Kg / m l m ² / m lplg plg m m m m

1 '' 0.095 25 2.4 2.07 1.62 0.1021 '' 0.133 25 3.4 2.68 2.10 0.102

1 1/2 '' 0.110 38 2.8 3.74 2.95 0.1521 1/2 '' 0.125 38 3.2 4.17 3.29 0.1522 '' 0.110 51 2.8 5.11 4.00 0.2032 '' 0.125 51 3.2 5.79 4.54 0.2032 '' 0.156 51 4.0 6.97 5.45 0.2032 '' 0.188 51 4.8 8.19 6.43 0.2032 '' 0.250 51 6.4 10.26 8.05 0.203

2 1/2 '' 0.125 64 3.2 7.40 5.84 0.2542 1/2 '' 0.141 64 3.6 8.26 6.47 0.2542 1/2 '' 0.188 64 4.8 10.58 8.32 0.2542 1/2 '' 0.250 64 6.4 13.48 10.58 0.2543 '' 0.125 76 3.2 9.01 7.12 0.3053 '' 0.188 76 4.8 13.00 10.20 0.3053 '' 0.250 76 6.4 16.71 13.11 0.3053 '' 0.313 76 7.9 20.10 15.74 0.305

3 1/2 '' 0.125 89 3.2 10.62 8.33 0.3563 1/2 '' 0.156 89 4.0 13.00 10.20 0.3563 1/2 '' 0.188 89 4.8 15.40 12.10 0.3563 1/2 '' 0.250 89 6.4 19.90 15.64 0.3563 1/2 '' 0.313 89 7.9 24.06 18.90 0.3564 '' 0.188 102 4.8 17.87 14.02 0.4064 '' 0.250 102 6.4 23.16 18.17 0.4064 '' 0.313 102 7.9 28.13 22.07 0.4064 '' 0.375 102 9.5 32.77 25.70 0.4064 '' 0.500 102 12.7 41.03 32.19 0.4065 '' 0.188 127 4.8 22.71 17.81 0.5085 '' 0.250 127 6.4 29.61 23.25 0.5085 '' 0.313 127 7.9 36.19 28.39 0.5085 '' 0.375 127 9.5 42.45 33.29 0.5085 '' 0.500 127 12.7 53.94 42.31 0.5086 '' 0.188 152 4.8 27.55 21.62 0.6106 '' 0.250 152 6.4 36.10 28.30 0.6106 '' 0.313 152 7.9 44.26 34.73 0.6106 '' 0.375 152 9.5 52.13 40.89 0.6106 '' 0.500 152 12.7 67.10 52.44 0.6107 '' 0.188 178 4.8 32.39 25.42 0.7117 '' 0.250 178 6.4 42.52 33.36 0.7117 '' 0.313 178 7.9 52.32 41.06 0.7117 '' 0.375 178 9.5 61.81 48.48 0.7117 '' 0.500 178 12.7 80.00 62.58 0.7118 '' 0.188 203 4.8 37.23 29.21 0.8138 '' 0.250 203 6.4 48.97 38.42 0.813

D E S I G N A C I O N (Tamaño y Espesor t )

b x tA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

ORTUBO CUADRADO

X X

Y

Y

d

t

d

REGRESAR

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ELABORO: ING. J. NUÑEZ M.NOV-01 35 de 42 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.

PESO

d t d tc m ² Kg / m l m ² / m lplg plg m m m m

D E S I G N A C I O N (Tamaño y Espesor t )

b x tA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

ORTUBO CUADRADO

X X

Y

Y

d

t

d

REGRESAR

8 '' 0.313 203 7.9 60.39 47.38 0.8138 '' 0.375 203 9.5 71.61 26.10 0.8138 '' 0.500 203 12.7 92.90 72.70 0.8138 '' 0.625 203 15.8 112.28 88.28 0.813

10 '' 0.250 254 6.4 61.87 48.56 1.01610 '' 0.313 254 8.0 76.77 60.00 1.01610 '' 0.375 254 9.5 90.97 71.28 1.01610 '' 0.500 254 12.7 118.71 92.95 1.01610 '' 0.625 254 15.8 144.52 113.60 1.01612 '' 0.250 305 6.4 74.84 58.68 1.21912 '' 0.313 305 7.9 92.90 72.71 1.21912 '' 0.375 305 9.5 110.32 46.46 1.21912 '' 0.500 305 12.7 144.52 113.20 1.21914 '' 0.313 356 7.9 109.00 85.36 1.42214 '' 0.375 356 9.5 129.68 101.66 1.42214 '' 0.500 356 12.7 170.32 133.46 1.42216 '' 0.313 406 7.9 125.16 98.00 1.62616 '' 0.375 406 9.5 149.00 116.85 1.62616 '' 0.500 406 12.7 196.13 153.73 1.626

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

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PESO

b d t b d tc m ² Kg / m l m ² / m lplg plg plg m m m m m m

3 '' 2 '' 0.125 76 51 3.2 7.40 5.84 0.2543 '' 2 '' 0.141 76 51 3.6 8.26 6.47 0.2543 '' 2 '' 0.188 76 51 4.8 10.58 10.58 0.2543 '' 2 '' 0.250 76 51 6.4 13.48 8.32 0.2544 '' 2 '' 0.125 102 51 3.2 9.01 7.12 0.3054 '' 2 '' 0.188 102 51 4.8 13.00 10.20 0.3054 '' 2 '' 0.250 102 51 6.4 16.71 13.11 0.3054 '' 2 '' 0.313 102 51 7.9 20.10 15.74 0.3054 '' 3 '' 0.125 102 76 3.2 10.62 8.39 0.3564 '' 3 '' 0.156 102 76 4.0 13.00 10.20 0.3564 '' 3 '' 0.188 102 76 4.8 15.40 12.10 0.3564 '' 3 '' 0.250 102 76 6.4 19.90 15.60 0.3564 '' 3 '' 0.313 102 76 7.9 24.10 18.90 0.3565 '' 2 '' 0.188 127 51 4.8 15.42 12.13 0.3565 '' 2 '' 0.250 127 51 6.4 19.94 15.64 0.3565 '' 2 '' 0.313 127 51 7.9 24.10 18.90 0.3565 '' 3 '' 0.188 127 76 4.8 17.87 14.00 0.4065 '' 3 '' 0.250 127 76 6.4 23.16 18.17 0.4065 '' 3 '' 0.313 127 76 7.9 28.13 22.10 0.4065 '' 3 '' 0.375 127 76 9.5 21.77 25.70 0.4065 '' 3 '' 0.500 127 76 12.7 41.03 32.20 0.4065 '' 4 '' 0.188 127 102 4.8 20.26 15.92 0.4575 '' 4 '' 0.250 127 102 6.4 26.39 20.70 0.4575 '' 4 '' 0.313 127 102 7.9 32.13 25.24 0.4575 '' 4 '' 0.375 127 102 9.5 37.61 29.50 0.4576 '' 2 '' 0.188 152 51 4.8 17.87 14.10 0.4066 '' 2 '' 0.250 152 51 6.4 23.16 18.17 0.4066 '' 2 '' 0.313 152 51 7.9 28.13 22.10 0.4066 '' 2 '' 0.375 152 51 9.5 32.77 25.70 0.4066 '' 3 '' 0.188 152 76 4.8 20.26 15.92 0.4576 '' 3 '' 0.250 152 76 6.4 26.39 20.70 0.4576 '' 3 '' 0.313 152 76 7.9 32.13 25.24 0.4576 '' 3 '' 0.375 152 76 9.5 37.61 29.50 0.4576 '' 4 '' 0.188 152 102 4.8 22.71 17.81 0.5086 '' 4 '' 0.250 152 102 6.4 29.61 23.24 0.5086 '' 4 '' 0.313 152 102 7.9 36.19 28.39 0.5086 '' 4 '' 0.375 152 102 9.5 42.45 33.29 0.5086 '' 4 '' 0.500 152 102 12.7 53.94 42.31 0.5087 '' 3 '' 0.188 178 76 4.8 22.71 17.81 0.5087 '' 3 '' 0.250 178 76 6.4 29.61 23.25 0.5087 '' 3 '' 0.313 178 76 7.9 36.19 28.40 0.5087 '' 3 '' 0.375 178 76 9.5 42.45 33.30 0.5087 '' 4 '' 0.188 178 102 4.8 25.10 19.72 0.5597 '' 4 '' 0.250 178 102 6.4 32.84 25.77 0.5597 '' 4 '' 0.313 178 102 7.9 40.19 31.56 0.5597 '' 4 '' 0.375 178 102 9.5 47.29 37.10 0.559

D E S I G N A C I O N (Tamaño y Espesor t ) b x d x t

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

REGRESAR

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PESO

b d t b d tc m ² Kg / m l m ² / m lplg plg plg m m m m m m

D E S I G N A C I O N (Tamaño y Espesor t ) b x d x t

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

REGRESAR

7 '' 5 '' 0.188 178 127 4.8 27.55 21.62 0.6107 '' 5 '' 0.250 178 127 6.4 20.10 28.30 0.6107 '' 5 '' 0.313 178 127 7.9 44.26 34.73 0.6107 '' 5 '' 0.375 178 127 9.5 52.13 40.89 0.6107 '' 5 '' 0.500 178 127 12.7 67.10 52.44 0.6108 '' 2 '' 0.188 203 51 4.8 22.71 17.81 0.5088 '' 2 '' 0.250 203 51 6.4 29.61 23.25 0.5088 '' 2 '' 0.313 203 51 7.9 36.19 28.40 0.5088 '' 2 '' 0.375 203 51 9.5 42.45 33.30 0.5088 '' 3 '' 0.188 203 76 4.8 25.10 19.72 0.5598 '' 3 '' 0.250 203 76 6.4 32.84 25.77 0.5598 '' 3 '' 0.313 203 76 7.9 40.19 31.56 0.5598 '' 3 '' 0.375 203 76 9.5 47.29 37.10 0.5598 '' 4 '' 0.188 203 102 4.8 27.55 21.62 0.6108 '' 4 '' 0.250 203 102 6.4 36.06 28.30 0.6108 '' 4 '' 0.313 203 102 7.9 44.26 34.73 0.6108 '' 4 '' 0.375 203 102 9.5 52.13 40.89 0.6108 '' 4 '' 0.500 203 102 12.7 67.10 52.44 0.6108 '' 6 '' 0.188 203 152 4.8 32.39 25.42 0.7118 '' 6 '' 0.250 203 152 6.4 42.52 33.36 0.7118 '' 6 '' 0.313 203 152 7.9 52.32 41.06 0.7118 '' 6 '' 0.375 203 152 9.5 61.81 48.48 0.7118 '' 6 '' 0.500 203 152 12.7 80.00 62.58 0.71110 '' 2 '' 0.188 254 51 4.8 27.55 21.62 0.61010 '' 2 '' 0.250 254 51 6.4 36.10 28.30 0.61010 '' 2 '' 0.313 254 51 7.9 44.26 34.73 0.61010 '' 2 '' 0.375 254 51 9.5 52.13 40.89 0.61010 '' 4 '' 0.188 254 102 4.8 32.39 25.42 0.71110 '' 4 '' 0.250 254 102 6.4 42.52 33.36 0.71110 '' 4 '' 0.313 254 102 7.9 52.32 41.09 0.71110 '' 4 '' 0.375 254 102 9.5 61.81 48.48 0.71110 '' 4 '' 0.500 254 102 12.7 80.00 62.58 0.71110 '' 6 '' 0.188 254 152 4.8 37.23 29.21 0.81310 '' 6 '' 0.250 254 152 6.4 48.97 38.42 0.81310 '' 6 '' 0.313 254 152 7.9 60.39 47.38 0.81310 '' 6 '' 0.375 254 152 9.5 71.61 56.10 0.81310 '' 6 '' 0.500 254 152 12.7 92.90 72.70 0.81312 '' 2 '' 0.188 305 51 4.8 32.39 25.42 0.71112 '' 2 '' 0.250 305 51 6.4 42.52 33.36 0.71112 '' 4 '' 0.188 305 102 4.8 37.23 29.22 0.81312 '' 4 '' 0.250 305 102 6.4 48.97 38.42 0.81312 '' 4 '' 0.313 305 102 7.9 60.39 47.38 0.81312 '' 4 '' 0.375 305 102 9.5 71.61 56.10 0.81312 '' 4 '' 0.500 305 102 12.7 92.90 72.70 0.813

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PESO

b d t b d tc m ² Kg / m l m ² / m lplg plg plg m m m m m m

D E S I G N A C I O N (Tamaño y Espesor t ) b x d x t

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

REGRESAR

12 '' 6 '' 0.188 305 152 4.8 42.06 33.00 0.91412 '' 6 '' 0.250 305 152 6.4 55.42 43.50 0.91412 '' 6 '' 0.313 305 152 7.9 68.39 53.72 0.91412 '' 6 '' 0.375 305 152 9.5 81.29 63.68 0.91412 '' 6 '' 0.500 305 152 12.7 105.81 82.83 0.91412 '' 8 '' 0.250 305 203 6.4 61.87 48.56 1.01612 '' 8 '' 0.313 305 203 7.9 76.77 60.05 1.01612 '' 8 '' 0.375 305 203 9.5 90.97 71.28 1.01612 '' 8 '' 0.500 305 203 12.7 118.71 92.95 1.01612 '' 8 '' 0.625 305 203 15.8 144.52 113.59 1.01614 '' 4 '' 0.250 356 102 6.4 55.42 43.50 0.91414 '' 4 '' 0.313 356 102 7.9 68.39 53.72 0.91414 '' 4 '' 0.375 356 102 9.5 81.29 63.68 0.91414 '' 4 '' 0.500 356 102 12.7 105.81 82.83 0.91414 '' 6 '' 0.250 356 152 6.4 61.87 48.56 1.01614 '' 6 '' 0.313 356 152 7.9 76.77 60.05 1.01614 '' 6 '' 0.375 356 152 9.5 90.97 71.28 1.01614 '' 6 '' 0.500 356 152 12.7 118.71 92.95 1.01614 '' 10 '' 0.313 356 254 7.9 92.90 72.71 1.21914 '' 10 '' 0.375 356 254 9.5 110.32 86.46 1.21914 '' 10 '' 0.500 356 254 12.7 144.52 113.20 1.21916 '' 4 '' 0.313 406 102 7.9 76.77 60.05 1.01616 '' 4 '' 0.375 406 102 9.5 90.97 71.28 1.01616 '' 4 '' 0.500 406 102 12.7 118.71 92.95 1.01616 '' 8 '' 0.313 406 203 7.9 92.90 72.71 1.21916 '' 8 '' 0.375 406 203 9.5 110.32 86.46 1.21916 '' 8 '' 0.500 406 203 12.7 144.52 113.20 1.21916 '' 12 '' 0.313 406 305 7.9 109.00 85.36 1.42216 '' 12 '' 0.375 406 305 9.5 129.68 101.66 1.42216 '' 12 '' 0.500 406 305 12.7 170.32 133.46 1.42218 '' 6 '' 0.313 457 152 7.9 92.90 72.71 1.21918 '' 6 '' 0.375 457 152 9.5 110.32 86.46 1.21918 '' 6 '' 0.500 457 152 12.7 144.52 113.20 1.21920 '' 4 '' 0.313 508 102 7.9 92.90 72.71 1.21920 '' 4 '' 0.375 508 102 9.5 110.32 86.46 1.21920 '' 4 '' 0.500 508 102 12.7 144.52 113.20 1.21920 '' 8 '' 0.313 508 203 7.9 109.00 85.36 1.42220 '' 8 '' 0.375 508 203 9.5 129.67 101.66 1.42220 '' 8 '' 0.500 508 203 12.7 170.32 133.46 1.42220 '' 12 '' 0.313 508 305 7.9 125.16 98.02 1.62620 '' 12 '' 0.375 508 305 9.5 149.00 116.85 1.62620 '' 12 '' 0.500 508 305 12.7 196.13 153.73 1.626

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PESO

b d t b d tc m ² Kg / m l m ² / m lplg plg plg m m m m m m

D E S I G N A C I O N (Tamaño y Espesor t ) b x d x t

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

REGRESAR

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

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REGRESAR

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ESPESOR PATIN PESO

dc a l i b r e

dc a l i b r e

tc m ² Kg / m l m ² / m lplg m m m m m m

3 '' 18 76 18 1.21 44.5 2.12 1.68 0.3353 '' 16 76 16 1.52 44.5 2.77 2.15 0.3363 '' 14 76 14 1.90 44.5 3.37 2.66 0.3383 '' 12 76 12 2.66 44.5 4.78 3.77 0.341

3 1/2 '' 18 89 18 1.21 50.8 2.49 1.97 0.3863 1/2 '' 16 89 16 1.52 50.8 3.11 2.45 0.3873 1/2 '' 14 89 14 1.90 50.8 3.94 3.12 0.3893 1/2 '' 12 89 12 2.66 50.8 5.45 4.31 0.3923 1/2 '' 10 89 10 3.42 50.8 6.88 5.44 0.3954 '' 18 102 18 1.21 50.8 2.65 2.09 0.4114 '' 16 102 16 1.52 50.8 3.30 2.61 0.4124 '' 14 102 14 1.90 50.8 4.18 3.31 0.4144 '' 12 102 12 2.66 50.8 5.79 4.57 0.4174 '' 10 102 10 3.42 50.8 7.32 5.78 0.4205 '' 18 127 18 1.21 50.8 2.95 2.33 0.4625 '' 16 127 16 1.52 50.8 3.69 2.91 0.4635 '' 14 127 14 1.90 50.8 4.67 3.69 0.4655 '' 12 127 12 2.66 50.8 6.46 5.11 0.4685 '' 10 127 10 3.42 50.8 8.19 6.47 0.4716 '' 16 152 16 1.52 63.5 4.53 3.58 0.5656 '' 14 152 14 1.90 63.5 7.82 4.53 0.5666 '' 12 152 12 2.66 63.5 9.92 6.17 0.5696 '' 10 152 10 3.42 63.5 5.11 7.84 0.5727 '' 16 178 16 1.52 69.9 6.46 4.04 0.6417 '' 14 178 14 1.90 69.9 8.96 5.10 0.6437 '' 12 178 12 2.66 69.9 11.40 7.08 0.6467 '' 10 178 10 3.42 69.9 5.69 9.01 0.6498 '' 16 203 16 1.52 76.2 7.18 4.50 0.7178 '' 14 203 14 1.90 76.2 9.98 5.67 0.7198 '' 12 203 12 2.66 76.2 12.88 7.88 0.7228 '' 10 203 10 3.42 76.2 6.27 10.17 0.7259 '' 16 229 16 1.52 82.6 7.00 4.96 0.7949 '' 14 229 14 1.90 82.6 9.00 6.24 0.7959 '' 12 229 12 2.66 82.6 10.99 8.68 0.7989 '' 10 229 10 3.42 82.6 14.35 11.34 0.801

10 '' 14 254 14 1.90 88.9 8.63 6.82 0.87110 '' 12 254 12 2.66 88.9 12.14 9.59 0.87410 '' 10 254 10 3.42 88.9 15.65 12.37 0.87712 '' 12 305 12 2.66 88.9 13.49 10.66 0.97612 '' 10 305 10 3.42 88.9 17.39 13.74 0.979

D E S I G N A C I O N (Peralte x Cal. )

d x calA R E A

TRANSVERSALSUPERFICIE

LONGITUDINAL

b p

NOTA: LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.

CFPERFIL C FORMADO EN FRIO

X X

Y

Y

d

t

bp

REGRESAR

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REGRESAR