04 perfiles estructurales imsa
TRANSCRIPT
ELABORÓ: ING. J. NÚÑEZ M.NOV-01
1 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.
Ingeniería de Costos Especializada de México
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 TPR
es IPC
es PTR (CUADRADO)
es PTR O PER (RECTANGULAR)
es CPL 2
EL IMCA CONSIDERÓ 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:
LILDCEIEIRTRISORORCFNombres y simbolos de perfiles según IMCADesignación de perfiles
ELABORÓ: ING. J. NÚÑEZ M.NOV-01
2 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.
CONSIDERÓ 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.
Nombres y simbolos de perfiles según IMCA
ELABORÓ: ING. J. NÚÑEZ M.NOV-01
3 de 47 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
b
Y
X X
Y
t
CEPERFIL C ESTANDAR
Xd
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
Xd
OSREDONDO SOLIDO LISO
X X
Y
Y
D
OCTUBO CIRCULAR
XD
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
Xt
d
ELABORÓ: ING. J. NÚÑEZ M.NOV-01
4 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.
ORTUBO CUADRADO O RECTANGULAR
CFPERFIL C FORMADO
EN FRIO
ZFPERFIL Z FORMADO
EN FRIO
ELABORÓ: ING. J. NÚÑEZ M.NOV-01
5 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.
NOMBRES Y SÍMBOLOS DE PERFILES
CEPERFIL C ESTANDAR
X
Y
Ybp
tp
ta
TRPERFIL T RECTANGULAR
X
Y
Y
tp
tw
bp
OCTUBO CIRCULAR
X
Y
Y
t
ZFPERFIL Z FORMADO
EN FRIO
X
Y
Ybp
REGRESAR
ELABORÓ: ING. J. NÚÑEZ M.NOV-01
6 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCIÓN EN ACERO, A.C.
ZFPERFIL Z FORMADO
EN FRIO
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 mm
mm x mm8.- 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
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
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
11 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
d t d tc m ² Kg / m l m ² / m l
plg 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 0.089
1 '' 1/8 '' 25 3 1.52 1.19 0.102
1 '' 3/16'' 25 5 2.21 1.73 0.102
1 '' 1/4 '' 25 6 2.80 2.22 0.102
1 1/4 '' 1/8 '' 32 3 1.93 1.50 0.127
1 1/4 '' 3/16'' 32 5 2.79 2.20 0.127
1 1/4 '' 1/4 '' 32 6 3.72 2.86 0.127
1 1/2 '' 1/8 '' 38 3 2.34 1.83 0.152
1 1/2 '' 3/16'' 38 5 3.43 2.68 0.152
1 1/2 '' 1/4 '' 38 6 4.40 3.48 0.152
1 1/2 '' 5/16'' 38 8 5.40 4.26 0.152
1 1/2 '' 3/8 '' 38 10 6.34 4.99 0.152
1 3/4 '' 1/8 '' 44 3 2.74 2.14 0.178
1 3/4 '' 3/16'' 44 5 4.03 3.15 0.178
1 3/4 '' 1/4 '' 44 6 5.20 4.12 0.178
1 3/4 '' 5/16'' 44 8 6.39 5.04 0.178
2 '' 1/8 '' 51 3 3.10 2.46 0.203
2 '' 3/16'' 51 5 4.61 3.63 0.203
2 '' 1/4 '' 51 6 6.06 4.75 0.203
2 '' 5/16'' 51 8 7.42 5.83 0.203
2 '' 3/8 '' 51 10 8.77 6.99 0.203
2 1/2 '' 5/32'' 64 4 4.88 3.83 0.254
2 1/2 '' 3/16'' 64 5 5.81 4.61 0.254
2 1/2 '' 1/4 '' 64 6 7.68 6.10 0.254
2 1/2 '' 5/16'' 64 8 9.48 7.44 0.254
2 1/2 '' 3/8 '' 64 10 11.16 8.78 0.254
3 '' 3/16'' 76 5 7.03 5.52 0.305
3 '' 1/4 '' 76 6 9.29 7.29 0.305
3 '' 5/16'' 76 8 11.48 9.08 0.305
3 '' 3/8 '' 76 10 13.61 10.72 0.305
3 '' 7/16'' 76 11 15.68 12.35 0.305
3 '' 1/2 '' 76 13 17.74 13.99 0.305
3 '' 5/8 '' 76 16 21.68 17.11 0.305
3 1/2 '' 3/16'' 89 5 8.36 6.55 0.356
3 1/2 '' 1/4 '' 89 6 10.90 8.63 0.356
3 1/2 '' 5/16'' 89 8 13.48 10.71 0.356
3 1/2 '' 3/8 '' 89 10 16.00 12.65 0.356
3 1/2 '' 1/2 '' 89 13 20.97 16.52 0.356
4 '' 1/4 '' 102 6 12.52 9.82 0.406
4 '' 5/16'' 102 8 15.48 12.20 0.406
4 '' 3/8 '' 102 10 18.45 14.58 0.406
4 '' 7/16'' 102 11 21.35 16.82 0.406
4 '' 1/2 '' 102 13 24.19 19.05 0.406
4 '' 5/8 '' 102 16 29.74 23.36 0.406
4 '' 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 t
A R E A TRANSVERSAL
SUPERFICIE LONGITUDINAL
L IANGULO DE LADOS IGUALES
X X
Y
Y
d
d
t
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
12 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
d t d tc m ² Kg / m l m ² / m l
plg plg m m m m
D E S I G N A C I O N (Tamaño y Espesor
t ) d x t
A R E A TRANSVERSAL
SUPERFICIE LONGITUDINAL
L IANGULO DE LADOS IGUALES
X X
Y
Y
d
d
t
REGRESAR
5 '' 3/8 '' 127 10 23.29 18.30 0.508
5 '' 7/16'' 127 11 26.97 21.28 0.508
5 '' 1/2 '' 127 13 30.65 24.11 0.508
5 '' 5/8 '' 127 16 37.81 29.76 0.508
5 '' 3/4 '' 127 19 44.77 35.12 0.508
6 '' 3/8 '' 152 10 28.13 22.17 0.610
6 '' 7/16'' 152 11 32.65 25.60 0.610
6 '' 1/2 '' 152 13 37.10 29.17 0.610
6 '' 9/16'' 152 14 41.48 32.59 0.610
6 '' 5/8 '' 152 16 45.87 36.01 0.610
6 '' 3/4 '' 152 19 54.45 42.71 0.610
6 '' 7/8 '' 152 22 62.77 49.26 0.610
6 '' 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.
ELABORO: ING. J. NUÑEZ M.NOV-01
13 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
d b t d b tc m ² Kg / m l m ² / m l
plg plg plg m m m m m m
4 '' 3 '' 1/4 '' 102 76 6 10.90 8.63 0.356
4 '' 3 '' 5/16'' 102 76 8 13.48 10.72 0.356
4 '' 3 '' 3/8 '' 102 76 10 16.00 12.65 0.356
4 '' 3 '' 7/16'' 102 76 11 18.51 14.58 0.356
4 '' 3 '' 1/2 '' 102 76 13 20.96 16.52 0.356
4 '' 3 '' 5/8 '' 102 76 16 25.67 20.24 0.356
4 '' 3 '' 3/4 '' 102 76 19 30.26 23.81 0.356
6 '' 4 '' 5/16'' 152 102 8 19.44 15..19 0.508
6 '' 4 '' 3/8 '' 152 102 10 23.29 18.31 0.508
6 '' 4 '' 7/16'' 152 102 11 26.97 21.28 0.508
6 '' 4 '' 1/2 '' 152 102 13 30.65 24.11 0.508
6 '' 4 '' 5/8 '' 152 102 16 37.81 29.76 0.508
6 '' 4 '' 3/4 '' 152 102 19 44.77 35.12 0.508
6 '' 4 '' 7/8 '' 152 102 22 51.48 40.48 0.508
6 '' 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 t
A R E A TRANSVERSAL
SUPERFICIE 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
ELABORO: ING. J. NUÑEZ M.NOV-01
14 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
LOS PERFILES SOMBREADOS NO SON DE FABRICACION COMUN, POR LO QUE SE RECOMIENDA CONSULTAR CON EL PROVEEDOR SU DISPONIBILIDAD.
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
15 de 47 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 l
plg lb / ft m m Kg / ml m m m m m m m m4 '' 13 102 19.4 106 7.1 103.00 8.80 24.70 0.575
5 '' 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 0.717
6 '' 9 152 13.6 150 4.3 100.00 5.50 17.30 0.669
6 '' 12 152 18.0 153 5.8 102.00 7.10 22.90 0.674
6 '' 16 152 24.0 160 6.6 102.00 10.30 30.60 0.674
6 '' 15 152 22.4 152 5.8 152.00 6.60 28.60 0.874
6 '' 20 152 29.7 157 6.6 153.00 9.30 37.90 0.876
6 '' 25 152 37.2 162 8.1 154.00 11.60 47.40 0.877
8 '' 10 203 15.0 200 4.3 100.00 5.20 19.10 0.771
8 '' 13 203 19.4 203 5.8 102.00 6.50 24.80 0.777
8 '' 15 203 22.5 206 6.2 102.00 8.00 28.60 0.776
8 '' 18 203 26.6 207 5.8 133.00 8.40 33.90 0.901
8 '' 21 203 31.2 210 6.4 134.00 10.20 39.70 0.902
8 '' 24 203 35.9 201 6.2 165.00 10.20 45.70 1.009
8 '' 28 203 41.8 205 7.2 166.00 11.80 53.20 1.012
8 '' 31 203 46.2 203 7.2 203.00 11.00 58.90 1.160
8 '' 35 203 52.2 206 7.9 204.00 12.60 66.50 1.162
8 '' 40 203 59.3 210 9.1 205.00 14.20 75.50 1.165
8 '' 48 203 71.4 216 10.2 206.00 17.40 91.00 1.166
8 '' 58 203 86.6 22 13.0 209.00 20.60 110.30 0.772
8 '' 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 0.875
10 '' 15 254 22.3 254 5.8 102.00 6.90 28.50 0.877
10 '' 17 254 25.3 257 6.1 102.00 8.40 32.20 0.876
10 '' 19 254 28.5 260 6.4 102.00 10.00 36.30 0.875
10 '' 22 254 32.9 258 6.1 146.00 9.10 41.90 1.051
10 '' 26 254 38.5 262 6.6 147.00 11.20 49.10 1.054
10 '' 30 254 44.8 266 7.6 148.00 13.00 57.00 1.057
10 '' 33 254 49.2 247 7.4 202.00 11.00 62.60 1.243
10 '' 39 254 58.2 252 8.0 203.00 13.50 74.20 1.246
10 '' 45 254 67.4 257 8.9 202.00 11.00 85.80 1.260
10 '' 49 254 72.9 253 8.6 254.00 14.20 92.90 1.448
10 '' 54 254 80.0 256 9.4 255.00 15.60 101.90 1.451
10 '' 60 254 89.1 260 10.7 256.00 17.30 113.60 1.453
10 '' 68 254 101.3 264 11.9 257.00 19.60 129.00 1.454
10 '' 77 254 114.5 269 13.5 259.00 22.10 145.80 1.459
10 '' 88 254 131.2 275 15.4 261.00 25.10 167.10 1.463
10 '' 100 254 148.9 282 17.3 263.00 28.40 189.70 1.468
10 '' 112 254 166.6 289 19.2 265.00 31.80 212.30 1.472
12 '' 14 305 21.1 303 5.0 101.00 5.70 26.80 0.977
12 '' 16 305 23.9 305 5.6 101.00 6.70 30.40 0.976
12 '' 19 305 28.2 309 6.0 102.00 8.90 35.90 0.978
12 '' 22 305 32.8 313 6.6 102.00 10.80 41.80 0.978
12 '' 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
ELABORO: ING. J. NUÑEZ M.NOV-01
16 de 47 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 l
plg 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 1.232
12 '' 35 305 52.2 318 7.6 167.00 13.20 66.50 1.236
12 '' 40 305 59.8 303 7.5 203.00 13.10 76.10 1.351
12 '' 45 305 66.9 306 8.5 204.00 14.60 85.20 1.353
12 '' 50 305 74.4 310 9.4 205.00 16.30 94.80 1.356
12 '' 53 305 79.0 306 8.8 254.00 14.60 100.70 1.552
12 '' 58 305 86.1 310 9.1 254.00 16.30 109.70 1.553
12 '' 65 305 96.7 308 9.9 305.00 15.40 123.20 1.755
12 '' 72 305 106.9 311 10.9 306.00 17.00 136.10 1.756
12 '' 79 305 117.5 314 11.9 307.00 18.70 149.70 1.757
12 '' 87 305 129.7 318 13.1 308.00 20.60 165.20 1.759
12 '' 96 305 142.8 323 14.0 309.00 22.90 181.90 1.762
12 '' 106 305 158.0 327 15.5 310.00 25.10 201.30 1.763
12 '' 120 305 178.0 333 18.0 312.00 28.10 227.80 1.766
12 '' 136 305 202.1 341 20.1 315.00 31.80 257.40 1.775
12 '' 152 305 226.4 348 22.1 317.00 35.60 288.40 1.777
12 '' 170 305 253.2 356 24.4 319.00 39.60 322.60 1.781
12 '' 190 305 282.6 365 26.9 322.00 44.10 360.00 1.788
12 '' 210 305 313.0 374 30.0 325.00 48.30 398.70 1.795
12 '' 230 305 342.9 382 32.6 328.00 52.60 436.80 1.800
12 '' 252 305 375.3 391 35.4 330.00 57.20 478.10 1.802
12 '' 279 305 414.3 403 38.9 334.00 62.70 528.40 1.813
12 '' 305 305 453.8 415 41.3 336.00 68.70 578.10 1.817
12 '' 336 305 500.4 427 45.1 340.00 75.10 637.40 1.823
14 '' 22 356 32.9 349 5.5 127.00 8.50 41.90 1.161
14 '' 26 356 38.9 353 6.4 128.00 10.70 49.60 1.162
14 '' 30 356 44.8 352 6.9 171.00 9.80 57.10 1.335
14 '' 34 356 50.6 355 7.2 171.00 11.60 64.50 1.333
14 '' 38 356 56.7 358 7.9 172.00 13.10 72.30 1.336
14 '' 43 356 63.8 347 7.8 203.00 13.50 81.30 1.436
14 '' 48 356 71.4 350 8.6 204.00 15.10 91.00 1.438
14 '' 53 356 79.0 354 9.4 205.00 16.80 100.70 1.442
14 '' 61 356 90.7 353 9.5 254.00 16.40 115.50 1.637
14 '' 68 356 101.3 357 10.5 255.00 18.30 129.00 1.640
14 '' 74 356 110.4 3960 11.4 256.00 19.90 140.70 8.842
14 '' 82 356 122.1 363 13.0 257.00 21.70 155.50 1.641
14 '' 90 356 134.2 356 11.2 369.00 18.00 171.00 2.094
14 '' 99 356 147.4 360 12.3 370.00 19.80 187.80 2.096
14 '' 109 356 162.1 364 13.3 371.00 21.80 206.50 2.098
14 '' 120 356 178.8 368 15.0 373.00 23.90 227.80 2.102
14 '' 132 356 196.5 372 16.4 374.00 26.20 250.30 2.102
14 '' 145 356 216.3 375 17.3 394.00 27.70 275.50 2.181
14 '' 159 356 236.5 380 18.9 395.00 30.20 301.30 2.181
ELABORO: ING. J. NUÑEZ M.NOV-01
17 de 47 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 l
plg 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 2.191
14 '' 193 356 287.7 393 22.6 399.00 36.60 366.50 2.190
14 '' 211 356 314.0 399 24.9 401.00 39.60 400.00 2.194
14 '' 233 356 346.9 407 27.2 404.00 43.70 442.00 2.201
14 '' 257 356 382.9 416 29.8 406.00 48.00 487.80 2.204
14 '' 283 356 421.9 425 32.8 409.00 52.60 537.50 2.210
14 '' 311 356 462.9 435 35.8 412.00 57.40 589.70 2.217
14 '' 342 356 511.5 446 39.1 416.00 62.70 651.70 2.227
14 '' 370 356 552.0 455 42.0 418.00 67.60 703.30 2.228
14 '' 398 356 592.5 465 45.0 421.00 72.30 754.90 2.235
14 '' 426 356 633.1 474 47.6 424.00 77.10 806.50 2.240
14 '' 455 356 678.6 483 51.2 428.00 81.50 864.60 2.250
14 '' 400 356 744.5 498 55.6 432.00 88.90 948.40 2.257
14 '' 550 356 820.4 514 60.5 437.00 97.00 1045.20 2.267
14 '' 605 356 901.5 531 65.9 442.00 106.00 1148.50 2.274
14 '' 665 356 992.6 550 71.9 448.00 115.00 1264.60 2.288
14 '' 730 356 1088.6 569 78.0 454.00 125.00 1387.20 2.298
16 '' 26 406 38.9 399 6.4 140.00 8.80 49.60 1.310
16 '' 31 406 46.2 403 7.0 140.00 11.20 58.80 1.307
16 '' 36 406 53.7 403 7.5 177.00 10.90 68.40 1.455
16 '' 40 406 59.8 407 7.8 178.00 12.80 76.10 1.459
16 '' 45 406 67.4 410 8.8 179.00 14.40 85.80 1.461
16 '' 50 406 74.4 413 9.7 180.00 16.00 94.80 1.463
16 '' 57 406 85.1 417 10.9 181.00 18.20 108.40 1.463
16 '' 67 406 99.8 413 10.0 260.00 16.90 127.10 1.778
16 '' 77 406 114.5 420 11.6 261.00 19.30 145.80 1.784
16 '' 89 406 132.7 425 13.2 263.00 22.20 169.00 1.787
16 '' 100 406 148.9 431 14.9 265.00 25.00 189.70 1.792
18 '' 35 457 52.2 450 7.6 152.00 10.80 66.50 1.450
18 '' 40 457 59.8 455 8.0 153.00 13.30 76.10 1.453
18 '' 46 457 68.4 459 9.1 154.00 15.40 87.10 1.454
18 '' 50 457 74.5 457 9.0 190.00 14.50 94.80 1.598
18 '' 55 457 82.0 460 9.9 191.00 16.00 104.50 1.600
18 '' 60 457 89.1 463 10.5 192.00 17.70 113.60 1.602
18 '' 65 457 96.7 466 11.4 193.00 19.10 123.20 1.605
18 '' 71 457 105.3 469 12.6 194.00 20.60 134.20 1.606
18 '' 76 457 112.9 463 10.8 280.00 17.30 143.90 1.955
18 '' 86 457 128.1 467 12.2 282.00 19.60 163.20 1.959
18 '' 97 457 144.3 472 13.6 283.00 22.10 183.90 1.960
18 '' 106 457 157.5 476 15.0 284.00 23.90 200.70 1.962
18 '' 119 457 177.8 482 1.6 286.00 26.90 226.50 1.997
21 '' 44 533 65.8 525 8.9 165.00 11.40 83.90 1.647
21 '' 50 533 74.4 529 9.7 166.00 13.60 94.80 1.648
ELABORO: ING. J. NUÑEZ M.NOV-01
18 de 47 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 l
plg 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 1.647
21 '' 62 533 92.7 533 10.2 209.00 15.60 118.10 1.819
21 '' 68 533 101.3 537 10.9 210.00 17.40 129.00 1.823
21 '' 73 533 108.9 539 11.6 211.00 18.80 138.70 1.824
21 '' 83 533 123.1 544 13.1 212.00 21.20 156.80 1.825
21 '' 93 533 138.3 549 14.7 214.00 23.60 176.10 1.830
21 '' 101 533 150.9 543 12.7 312.00 20.30 192.30 2.227
21 '' 111 533 165.6 546 14.0 313.00 22.20 211.00 2.227
21 '' 122 533 181.8 551 15.2 315.00 24.40 231.60 2.234
21 '' 132 533 196.5 554 16.5 316.00 26.30 250.30 2.234
21 '' 147 533 218.8 560 18.3 318.00 29.20 278.70 2.239
24 '' 55 610 82.0 599 10.0 178.00 12.80 104.50 1.839
24 '' 62 610 92.2 603 10.9 179.00 15.00 117.40 1.840
24 '' 68 610 101.6 603 10.5 228.00 14.90 129.70 2.037
24 '' 76 610 113.4 608 11.2 228.00 17.30 144.50 2.036
24 '' 84 610 125.1 612 11.9 229.00 19.60 159.40 2.038
24 '' 94 610 140.3 617 13.1 230.00 22.20 178.70 2.039
24 '' 104 610 155.0 611 12.7 324.00 19.10 197.40 2.416
24 '' 117 610 174.2 616 14.0 325.00 21.60 221.90 2.418
24 '' 131 610 195.0 622 15.4 327.00 24.40 248.40 2.424
24 '' 146 610 217.8 628 16.5 328.00 27.70 277.40 2.424
24 '' 162 610 241.6 635 17.9 329.00 31.10 307.80 2.426
27 '' 84 686 125.6 678 117.7 253.00 16.30 160.00 2.067
27 '' 94 686 140.3 684 12.4 254.00 18.90 178.70 2.284
27 '' 102 686 151.9 688 13.1 254.00 21.10 193.60 2.281
27 '' 114 686 169.7 693 14.5 256.00 23.60 216.10 2.287
27 '' 146 686 217.3 695 15.4 355.00 24.80 276.80 2.680
27 '' 161 686 240.1 701 16.8 356.00 27.40 305.80 2.683
27 '' 178 686 264.9 706 18.4 358.00 30.20 337.40 2.686
30 '' 99 762 147.4 753 13.2 265.00 17.00 187.80 2.472
30 '' 108 762 160.5 758 13.8 266.00 19.30 204.50 2.475
30 '' 116 762 173.2 762 14.5 267.00 21.60 220.70 2.477
30 '' 124 762 184.9 766 14.9 267.00 21.60 235.50 2.484
30 '' 132 762 197.0 770 15.6 268.00 25.40 251.00 2.479
30 '' 173 762 257.3 773 16.6 381.00 27.10 327.80 2.928
30 '' 191 762 284.1 779 18.0 382.00 30.10 362.00 2.930
30 '' 211 762 314.0 786 19.7 384.00 33.40 400.00 2.935
33 '' 118 838 175.7 835 14.0 292.00 18.80 223.90 2.735
33 '' 130 838 194.0 840 14.7 292.00 21.70 247.10 2.732
33 '' 141 838 210.7 846 15.4 293.00 24.40 268.40 2.736
33 '' 152 838 226.4 851 16.1 294.00 26.80 288.40 2.739
33 '' 301 838 299.3 855 18.2 400.00 29.20 381.30 3.157
33 '' 221 838 329.2 862 19.7 401.00 32.40 419.40 3.159
ELABORO: ING. J. NUÑEZ M.NOV-01
19 de 47 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 l
plg 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 3.163
36 '' 135 914 201.1 903 15.2 304.00 20.10 256.10 2.911
36 '' 150 914 223.9 911 15.9 304.00 23.90 285.20 2.911
36 '' 160 914 238.0 915 16.5 305.00 25.90 303.20 2.913
36 '' 170 914 253.2 919 17.3 306.00 27.90 322.60 2.916
36 '' 182 914 271.5 923 18.4 307.00 30.00 345.80 2.917
36 '' 194 914 288.7 927 19.4 308.00 32.00 367.80 2.919
36 '' 210 914 313.0 932 21.1 309.00 34.50 398.70 2.920
36 '' 230 914 342.4 912 19.3 418.00 32.00 436.20 3.329
36 '' 245 914 365.2 916 20.0 419.00 34.30 465.20 3.331
36 '' 260 914 387.4 921 21.3 420.00 36.60 493.60 3.333
36 '' 280 914 417.3 928 22.5 422.00 39.90 531.60 3.339
36 '' 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.
ELABORO: ING. J. NUÑEZ M.NOV-01
20 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
21 de 47 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 l
plg lb / ft m m Kg / ml m m m m m m m m4 '' 13 102 19.4 106 7.1 103.00 8.80 24.70 0.575
5 '' 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 0.717
6 '' 9 152 13.6 150 4.3 100.00 5.50 17.30 0.669
6 '' 12 152 18.0 153 5.8 102.00 7.10 22.90 0.674
6 '' 16 152 24.0 160 6.6 102.00 10.30 30.60 0.674
6 '' 15 152 22.4 152 5.8 152.00 6.60 28.60 0.874
6 '' 20 152 29.7 157 6.6 153.00 9.30 37.90 0.876
6 '' 25 152 37.2 162 8.1 154.00 11.60 47.40 0.877
8 '' 10 203 15.0 200 4.3 100.00 5.20 19.10 0.771
8 '' 13 203 19.4 203 5.8 102.00 6.50 24.80 0.777
8 '' 15 203 22.5 206 6.2 102.00 8.00 28.60 0.776
8 '' 18 203 26.6 207 5.8 133.00 8.40 33.90 0.901
8 '' 21 203 31.2 210 6.4 134.00 10.20 39.70 0.902
8 '' 24 203 35.9 201 6.2 165.00 10.20 45.70 1.009
8 '' 28 203 41.8 205 7.2 166.00 11.80 53.20 1.012
8 '' 31 203 46.2 203 7.2 203.00 11.00 58.90 1.160
8 '' 35 203 52.2 206 7.9 204.00 12.60 66.50 1.162
8 '' 40 203 59.3 210 9.1 205.00 14.20 75.50 1.165
8 '' 48 203 71.4 216 10.2 206.00 17.40 91.00 1.166
8 '' 58 203 86.6 22 13.0 209.00 20.60 110.30 0.772
8 '' 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 0.875
10 '' 15 254 22.3 254 5.8 102.00 6.90 28.50 0.877
10 '' 17 254 25.3 257 6.1 102.00 8.40 32.20 0.876
10 '' 19 254 28.5 260 6.4 102.00 10.00 36.30 0.875
10 '' 22 254 32.9 258 6.1 146.00 9.10 41.90 1.051
10 '' 26 254 38.5 262 6.6 147.00 11.20 49.10 1.054
10 '' 30 254 44.8 266 7.6 148.00 13.00 57.00 1.057
10 '' 33 254 49.2 247 7.4 202.00 11.00 62.60 1.243
10 '' 39 254 58.2 252 8.0 203.00 13.50 74.20 1.246
10 '' 45 254 67.4 257 8.9 202.00 11.00 85.80 1.260
10 '' 49 254 72.9 253 8.6 254.00 14.20 92.90 1.448
10 '' 54 254 80.0 256 9.4 255.00 15.60 101.90 1.451
10 '' 60 254 89.1 260 10.7 256.00 17.30 113.60 1.453
10 '' 68 254 101.3 264 11.9 257.00 19.60 129.00 1.454
10 '' 77 254 114.5 269 13.5 259.00 22.10 145.80 1.459
10 '' 88 254 131.2 275 15.4 261.00 25.10 167.10 1.463
10 '' 100 254 148.9 282 17.3 263.00 28.40 189.70 1.468
10 '' 112 254 166.6 289 19.2 265.00 31.80 212.30 1.472
12 '' 14 305 21.1 303 5.0 101.00 5.70 26.80 0.977
12 '' 16 305 23.9 305 5.6 101.00 6.70 30.40 0.976
12 '' 19 305 28.2 309 6.0 102.00 8.90 35.90 0.978
12 '' 22 305 32.8 313 6.6 102.00 10.80 41.80 0.978
12 '' 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
ELABORO: ING. J. NUÑEZ M.NOV-01
22 de 47 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 l
plg 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 1.232
12 '' 35 305 52.2 318 7.6 167.00 13.20 66.50 1.236
12 '' 40 305 59.8 303 7.5 203.00 13.10 76.10 1.351
12 '' 45 305 66.9 306 8.5 204.00 14.60 85.20 1.353
12 '' 50 305 74.4 310 9.4 205.00 16.30 94.80 1.356
12 '' 53 305 79.0 306 8.8 254.00 14.60 100.70 1.552
12 '' 58 305 86.1 310 9.1 254.00 16.30 109.70 1.553
12 '' 65 305 96.7 308 9.9 305.00 15.40 123.20 1.755
12 '' 72 305 106.9 311 10.9 306.00 17.00 136.10 1.756
12 '' 79 305 117.5 314 11.9 307.00 18.70 149.70 1.757
12 '' 87 305 129.7 318 13.1 308.00 20.60 165.20 1.759
12 '' 96 305 142.8 323 14.0 309.00 22.90 181.90 1.762
12 '' 106 305 158.0 327 15.5 310.00 25.10 201.30 1.763
12 '' 120 305 178.0 333 18.0 312.00 28.10 227.80 1.766
12 '' 136 305 202.1 341 20.1 315.00 31.80 257.40 1.775
12 '' 152 305 226.4 348 22.1 317.00 35.60 288.40 1.777
12 '' 170 305 253.2 356 24.4 319.00 39.60 322.60 1.781
12 '' 190 305 282.6 365 26.9 322.00 44.10 360.00 1.788
12 '' 210 305 313.0 374 30.0 325.00 48.30 398.70 1.795
12 '' 230 305 342.9 382 32.6 328.00 52.60 436.80 1.800
12 '' 252 305 375.3 391 35.4 330.00 57.20 478.10 1.802
12 '' 279 305 414.3 403 38.9 334.00 62.70 528.40 1.813
12 '' 305 305 453.8 415 41.3 336.00 68.70 578.10 1.817
12 '' 336 305 500.4 427 45.1 340.00 75.10 637.40 1.823
14 '' 22 356 32.9 349 5.5 127.00 8.50 41.90 1.161
14 '' 26 356 38.9 353 6.4 128.00 10.70 49.60 1.162
14 '' 30 356 44.8 352 6.9 171.00 9.80 57.10 1.335
14 '' 34 356 50.6 355 7.2 171.00 11.60 64.50 1.333
14 '' 38 356 56.7 358 7.9 172.00 13.10 72.30 1.336
14 '' 43 356 63.8 347 7.8 203.00 13.50 81.30 1.436
14 '' 48 356 71.4 350 8.6 204.00 15.10 91.00 1.438
14 '' 53 356 79.0 354 9.4 205.00 16.80 100.70 1.442
14 '' 61 356 90.7 353 9.5 254.00 16.40 115.50 1.637
14 '' 68 356 101.3 357 10.5 255.00 18.30 129.00 1.640
14 '' 74 356 110.4 3960 11.4 256.00 19.90 140.70 8.842
14 '' 82 356 122.1 363 13.0 257.00 21.70 155.50 1.641
14 '' 90 356 134.2 356 11.2 369.00 18.00 171.00 2.094
14 '' 99 356 147.4 360 12.3 370.00 19.80 187.80 2.096
14 '' 109 356 162.1 364 13.3 371.00 21.80 206.50 2.098
14 '' 120 356 178.8 368 15.0 373.00 23.90 227.80 2.102
14 '' 132 356 196.5 372 16.4 374.00 26.20 250.30 2.102
14 '' 145 356 216.3 375 17.3 394.00 27.70 275.50 2.181
14 '' 159 356 236.5 380 18.9 395.00 30.20 301.30 2.181
ELABORO: ING. J. NUÑEZ M.NOV-01
23 de 47 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 l
plg 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 2.191
14 '' 193 356 287.7 393 22.6 399.00 36.60 366.50 2.190
14 '' 211 356 314.0 399 24.9 401.00 39.60 400.00 2.194
14 '' 233 356 346.9 407 27.2 404.00 43.70 442.00 2.201
14 '' 257 356 382.9 416 29.8 406.00 48.00 487.80 2.204
14 '' 283 356 421.9 425 32.8 409.00 52.60 537.50 2.210
14 '' 311 356 462.9 435 35.8 412.00 57.40 589.70 2.217
14 '' 342 356 511.5 446 39.1 416.00 62.70 651.70 2.227
14 '' 370 356 552.0 455 42.0 418.00 67.60 703.30 2.228
14 '' 398 356 592.5 465 45.0 421.00 72.30 754.90 2.235
14 '' 426 356 633.1 474 47.6 424.00 77.10 806.50 2.240
14 '' 455 356 678.6 483 51.2 428.00 81.50 864.60 2.250
14 '' 400 356 744.5 498 55.6 432.00 88.90 948.40 2.257
14 '' 550 356 820.4 514 60.5 437.00 97.00 1045.20 2.267
14 '' 605 356 901.5 531 65.9 442.00 106.00 1148.50 2.274
14 '' 665 356 992.6 550 71.9 448.00 115.00 1264.60 2.288
14 '' 730 356 1088.6 569 78.0 454.00 125.00 1387.20 2.298
16 '' 26 406 38.9 399 6.4 140.00 8.80 49.60 1.310
16 '' 31 406 46.2 403 7.0 140.00 11.20 58.80 1.307
16 '' 36 406 53.7 403 7.5 177.00 10.90 68.40 1.455
16 '' 40 406 59.8 407 7.8 178.00 12.80 76.10 1.459
16 '' 45 406 67.4 410 8.8 179.00 14.40 85.80 1.461
16 '' 50 406 74.4 413 9.7 180.00 16.00 94.80 1.463
16 '' 57 406 85.1 417 10.9 181.00 18.20 108.40 1.463
16 '' 67 406 99.8 413 10.0 260.00 16.90 127.10 1.778
16 '' 77 406 114.5 420 11.6 261.00 19.30 145.80 1.784
16 '' 89 406 132.7 425 13.2 263.00 22.20 169.00 1.787
16 '' 100 406 148.9 431 14.9 265.00 25.00 189.70 1.792
18 '' 35 457 52.2 450 7.6 152.00 10.80 66.50 1.450
18 '' 40 457 59.8 455 8.0 153.00 13.30 76.10 1.453
18 '' 46 457 68.4 459 9.1 154.00 15.40 87.10 1.454
18 '' 50 457 74.5 457 9.0 190.00 14.50 94.80 1.598
18 '' 55 457 82.0 460 9.9 191.00 16.00 104.50 1.600
18 '' 60 457 89.1 463 10.5 192.00 17.70 113.60 1.602
18 '' 65 457 96.7 446 11.4 193.00 19.10 123.20 1.565
18 '' 71 457 105.3 469 12.6 194.00 20.60 134.20 1.606
18 '' 76 457 112.9 463 10.8 280.00 17.30 143.90 1.955
18 '' 86 457 128.1 467 12.2 282.00 19.60 163.20 1.959
18 '' 97 457 144.3 472 13.6 283.00 22.10 183.90 1.960
18 '' 106 457 157.5 476 15.0 284.00 23.90 200.70 1.962
18 '' 119 457 177.8 482 1.6 286.00 26.90 226.50 1.997
21 '' 44 533 65.8 525 8.9 165.00 11.40 83.90 1.647
21 '' 50 533 74.4 529 9.7 166.00 13.60 94.80 1.648
ELABORO: ING. J. NUÑEZ M.NOV-01
24 de 47 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 l
plg 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 1.647
21 '' 62 533 92.7 533 10.2 209.00 15.60 118.10 1.819
21 '' 68 533 101.3 537 10.9 210.00 17.40 129.00 1.823
21 '' 73 533 108.9 539 11.6 211.00 18.80 138.70 1.824
21 '' 83 533 123.1 544 13.1 212.00 21.20 156.80 1.825
21 '' 93 533 138.3 549 14.7 214.00 23.60 176.10 1.830
21 '' 101 533 150.9 543 12.7 312.00 20.30 192.30 2.227
21 '' 111 533 165.6 546 14.0 313.00 22.20 211.00 2.227
21 '' 122 533 181.8 551 15.2 315.00 24.40 231.60 2.234
21 '' 132 533 196.5 554 16.5 316.00 26.30 250.30 2.234
21 '' 147 533 218.8 560 18.3 318.00 29.20 278.70 2.239
24 '' 55 610 82.0 599 10.0 178.00 12.80 104.50 1.839
24 '' 62 610 92.2 603 10.9 179.00 15.00 117.40 1.840
24 '' 68 610 101.6 603 10.5 228.00 14.90 129.70 2.037
24 '' 76 610 113.4 608 11.2 228.00 17.30 144.50 2.036
24 '' 84 610 125.1 612 11.9 229.00 19.60 159.40 2.038
24 '' 94 610 140.3 617 13.1 230.00 22.20 178.70 2.039
24 '' 104 610 155.0 611 12.7 324.00 19.10 197.40 2.416
24 '' 117 610 174.2 616 14.0 325.00 21.60 221.90 2.418
24 '' 131 610 195.0 622 15.4 327.00 24.40 248.40 2.424
24 '' 146 610 217.8 628 16.5 328.00 27.70 277.40 2.424
24 '' 162 610 241.6 635 17.9 329.00 31.10 307.80 2.426
27 '' 84 686 125.6 678 117.7 253.00 16.30 160.00 2.067
27 '' 94 686 140.3 684 12.4 254.00 18.90 178.70 2.284
27 '' 102 686 151.9 688 13.1 254.00 21.10 193.60 2.281
27 '' 114 686 169.7 693 14.5 256.00 23.60 216.10 2.287
27 '' 146 686 217.3 695 15.4 355.00 24.80 276.80 2.680
27 '' 161 686 240.1 701 16.8 356.00 27.40 305.80 2.683
27 '' 178 686 264.9 706 18.4 358.00 30.20 337.40 2.686
30 '' 99 762 147.4 753 13.2 265.00 17.00 187.80 2.472
30 '' 108 762 160.5 758 13.8 266.00 19.30 204.50 2.475
30 '' 116 762 173.2 762 14.5 267.00 21.60 220.70 2.477
30 '' 124 762 184.9 766 14.9 267.00 21.60 235.50 2.484
30 '' 132 762 197.0 770 15.6 268.00 25.40 251.00 2.479
30 '' 173 762 257.3 773 16.6 381.00 27.10 327.80 2.928
30 '' 191 762 284.1 779 18.0 382.00 30.10 362.00 2.930
30 '' 211 762 314.0 786 19.7 384.00 33.40 400.00 2.935
33 '' 118 838 175.7 835 14.0 292.00 18.80 223.90 2.735
33 '' 130 838 194.0 840 14.7 292.00 21.70 247.10 2.732
33 '' 141 838 210.7 846 15.4 293.00 24.40 268.40 2.736
33 '' 152 838 226.4 851 16.1 294.00 26.80 288.40 2.739
33 '' 301 838 299.3 855 18.2 400.00 29.20 381.30 3.157
33 '' 221 838 329.2 862 19.7 401.00 32.40 419.40 3.159
ELABORO: ING. J. NUÑEZ M.NOV-01
25 de 47 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 l
plg 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 3.163
36 '' 135 914 201.1 903 15.2 304.00 20.10 256.10 2.911
36 '' 150 914 223.9 911 15.9 304.00 23.90 285.20 2.911
36 '' 160 914 238.0 915 16.5 305.00 25.90 303.20 2.913
36 '' 170 914 253.2 919 17.3 306.00 27.90 322.60 2.916
36 '' 182 914 271.5 923 18.4 307.00 30.00 345.80 2.917
36 '' 194 914 288.7 927 19.4 308.00 32.00 367.80 2.919
36 '' 210 914 313.0 932 21.1 309.00 34.50 398.70 2.920
36 '' 230 914 342.4 912 19.3 418.00 32.00 436.20 3.329
36 '' 245 914 365.2 916 20.0 419.00 34.30 465.20 3.331
36 '' 260 914 387.4 921 21.3 420.00 36.60 493.60 3.333
36 '' 280 914 417.3 928 22.5 422.00 39.90 531.60 3.339
36 '' 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.
ELABORO: ING. J. NUÑEZ M.NOV-01
26 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
27 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
A L M A P A T I N
d Peso d Pesoc m ² m ² / m l
plg 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 0.273
3 '' 5.00 76 7.44 6.50 38.05 6.93 9.42 0.278
3 '' 6.00 76 8.93 9.04 40.54 6.93 11.29 0.283
4 '' 5.40 102 8.04 4.57 40.13 7.52 10.06 0.340
4 '' 7.25 102 10.79 8.13 43.69 7.52 13.68 0.347
5 '' 6.70 127 9.97 4.83 44.45 8.13 12.58 0.406
5 '' 9.00 127 13.39 8.26 47.88 8.13 16.97 0.413
6 '' 8.20 152 12.20 5.08 48.77 8.71 15.42 0.472
6 '' 10.50 152 15.63 7.98 51.66 8.71 19.81 0.478
6 '' 13.00 152 19.35 11.10 54.79 8.71 24.58 0.484
6 '' 15.50 152 23.07 14.30 58.00 8.70 29.42 0.491
7 '' 9.80 178 14.58 5.33 53.09 9.30 18.39 0.539
7 '' 12.25 178 18.23 7.98 55.73 9.30 23.10 0.544
7 '' 14.75 178 21.95 10.64 58.39 9.30 27.87 0.549
8 '' 11.50 203 17.11 5.59 57.40 9.91 21.68 0.605
8 '' 13.75 203 20.46 7.70 59.51 9.91 25.94 0.609
8 '' 18.75 203 27.90 12.37 64.19 9.91 35.42 0.619
8 '' 21.25 203 31.62 14.80 67.00 9.91 40.32 0.625
9 '' 13.40 229 19.80 5.92 62.00 10.50 25.30 0.672
9 '' 15.00 229 22.10 7.24 63.00 10.50 28.20 0.674
9 '' 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 0.738
10 '' 20.00 254 29.76 9.63 69.57 11.07 37.94 0.745
10 '' 25.00 254 37.20 13.36 73.30 11.07 47.42 0.752
10 '' 30.00 254 44.64 17.09 77.04 11.07 56.90 0.760
12 '' 20.70 305 30.80 7.16 74.73 12.72 39.29 0.869
12 '' 25.00 305 37.20 9.83 77.39 12.72 47.42 0.874
15 '' 30.00 381 44.64 12.95 80.52 12.72 56.90 1.033
15 '' 33.90 381 50.30 10.20 86.00 16.50 64.00 1.053
15 '' 40.00 381 59.10 13.20 89.00 16.50 75.30 1.059
15 '' 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
ELABORO: ING. J. NUÑEZ M.NOV-01
28 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
29 de 47 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 l
plg 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 0.354
3 '' 7.5 76 11.2 76 8.86 63.73 6.60 14.30 0.363
4 '' 5.6 100 8.3 100 4.50 50.00 6.80 10.60 0.364
4 '' 7.7 102 11.5 102 4.90 67.64 7.44 14.60 0.434
4 '' 9.5 102 14.1 102 8.28 71.02 7.44 18.00 0.441
5 '' 7.5 127 11.2 120 5.10 58.00 7.70 14.20 0.431
5 '' 10.0 127 14.9 127 5.44 76.30 8.28 19.00 0.515
5 '' 14.8 127 22.0 127 12.55 83.41 8.28 28.00 0.529
6 '' 12.0 160 17.9 160 6.30 74.00 9.50 22.80 0.565
6 '' 12.5 152 18.6 152 5.89 84.63 9.12 23.70 0.595
6 '' 17.3 152 25.7 152 11.81 90.55 9.12 32.70 0.607
7 '' 15.3 178 22.8 178 6.40 93.01 9.96 29.00 0.675
7 '' 20.0 178 29.8 178 11.43 98.04 9.96 37.90 0.685
8 '' 17.7 200 26.3 200 7.50 90.00 11.30 33.50 0.700
8 '' 18.4 203 27.4 203 6.88 101.63 10.82 34.90 0.756
8 '' 23.0 203 34.2 203 11.20 105.94 10.82 43.70 0.764
9 '' 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 0.916
10 '' 35.0 254 52.1 254 15.09 125.58 12.47 66.50 0.930
12 '' 31.8 305 47.3 305 8.89 127.00 13.82 60.30 1.045
12 '' 35.0 305 52.1 305 10.87 128.98 13.82 66.50 1.049
12 '' 40.8 305 60.7 305 11.73 133.40 16.74 77.40 1.053
12 '' 50.0 305 74.4 305 17.45 139.11 16.74 94.80 1.064
15 '' 42.9 381 63.8 381 10.44 139.73 15.80 81.30 1.237
15 '' 50.0 381 74.4 381 13.97 143.26 15.80 94.80 1.244
18 '' 54.7 457 81.4 457 11.71 152.43 17.55 104.00 1.431
18 '' 70.0 457 104.2 457 18.06 158.78 17.55 133.00 1.443
20 '' 66.0 508 98.2 508 12.83 158.88 20.19 125.00 1.545
20 '' 75.0 508 112.0 508 16.13 162.18 20.19 142.00 1.552
20 '' 86.0 508 128.0 514 16.76 179.32 23.37 163.00 1.618
20 '' 96.0 508 143.0 514 20.32 182.88 23.37 182.00 1.625
24 '' 80.0 610 119.1 607 12.70 177.80 22.10 152.00 1.811
24 '' 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 1.824
24 '' 106.0 610 158.0 622 15.75 200.00 27.69 201.00 1.902
24 '' 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
ELABORO: ING. J. NUÑEZ M.NOV-01
30 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
31 de 47 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 3.924
44'' x 0.312'' 1118 x 8
16'' x 0.750'' 406 x 19 1156 243.4 191.1 3.937
44'' x 0.312'' 1118 x 8
16'' x 0.875'' 406 x 22 1162 269.2 212.3 3.950
44'' x 0.312'' 1118 x 8
16'' x 1.000'' 406 x 25 1168 295.0 233.1 3.962
44'' x 0.312'' 1118 x 8
16'' x 1.250'' 406 x 32 1181 346.6 273.3 3.988
44'' x 0.312'' 1118 x 8
16'' x 1.500'' 406 x 38 1194 398.2 314.1 4.013
44'' x 0.312'' 1118 x 8
16'' x 1.750'' 406 x 44 1206 449.9 354.3 4.039
44'' x 0.312'' 1118 x 8
16'' x 0.625'' 406 x 16 1251 245.2 192.6 4.128
48'' x 0.375'' 1219 x 10
16'' x 0.750'' 406 x 19 1257 271.0 213.4 4.140
48'' x 0.375'' 1219 x 10
16'' x 0.875'' 406 x 22 1264 296.8 238.2 4.153
48'' x 0.375'' 1219 x 10
16'' x 1.000'' 406 x 25 1270 322.6 254.0 4.166
48'' x 0.375'' 1219 x 10
16'' x 1.250'' 406 x 32 1283 374.2 294.2 4.191
48'' x 0.375'' 1219 x 10
16'' x 1.500'' 406 x 38 1295 425.8 334.9 4.216
48'' 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
ELABORO: ING. J. NUÑEZ M.NOV-01
32 de 47 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 4.267
48'' x 0.375'' 1219 x 10
16'' x 2.250'' 406 x 57 1333 580.6 458.0 4.293
48'' x 0.375'' 1219 x 10
18'' x 0.625'' 457 x 16 1352 271.0 213.4 4.534
52'' x 0.375'' 1321 x 10
18'' x 0.750'' 457 x 19 3158 300.0 236.7 4.547
52'' x 0.375'' 1321 x 10
18'' x 0.875'' 457 x 22 1365 329.0 258.5 4.559
52'' x 0.375'' 1321 x 10
18'' x 1.000'' 457 x 25 1371 358.1 282.3 4.572
52'' x 0.375'' 1321 x 10
18'' x 1.250'' 457 x 32 1384 416.1 326.9 4.597
52'' x 0.375'' 1321 x 10
18'' x 1.500'' 457 x 38 1397 474.2 373.6 4.623
52'' x 0.375'' 1321 x 10
18'' x 1.750'' 457 x 44 1409 532.3 418.3 4.648
52'' x 0.375'' 1321 x 10
18'' x 2.000'' 457 x 51 1422 590.3 464.4 4.674
52'' x 0.375'' 1321 x 10
18'' x 2.250'' 457 x 57 1435 648.4 511.6 4.699
52'' x 0.375'' 1321 x 10
ELABORO: ING. J. NUÑEZ M.NOV-01
33 de 47 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 4.737
56'' x 0.438'' 1422 x 11
18'' x 0.750'' 457 x 19 1460 332.4 261.0 4.750
56'' x 0.438'' 1422 x 11
18'' x 0.875'' 457 x 22 1466 361.5 283.8 4.763
56'' x 0.438'' 1422 x 11
18'' x 1.000'' 457 x 25 1473 390.5 307.6 4.775
56'' x 0.438'' 1422 x 11
18'' x 1.250'' 457 x 32 1485 448.6 352.2 4.801
56'' x 0.438'' 1422 x 11
18'' x 1.500'' 457 x 38 1498 506.5 398.9 4.826
56'' x 0.438'' 1422 x 11
18'' x 1.750'' 457 x 44 1511 564.7 445.0 4.851
56'' x 0.438'' 1422 x 11
18'' x 2.000'' 457 x 51 1524 622.6 489.7 4.877
56'' x 0.438'' 1422 x 11
18'' x 2.500'' 457 x 64 1549 741.9 581.5 4.928
56'' x 0.438'' 1422 x 11
20'' x 0.750'' 508 x 19 1562 362.6 284.8 5.156
60'' x 0.438'' 1524 x 11
20'' x 0.875'' 508 x 22 1568 394.8 310.5 5.169
60'' x 0.438'' 1524 x 11
20'' x 1.000'' 508 x 25 1574 427.1 335.8 5.182
60'' x 0.438'' 1524 x 11
ELABORO: ING. J. NUÑEZ M.NOV-01
34 de 47 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 5.207
60'' x 0.438'' 1524 x 11
20'' x 1.500'' 508 x 38 1600 556.1 439.6 5.232
60'' x 0.438'' 1524 x 11
20'' x 1.750'' 508 x 44 1612 620.6 488.2 5.258
60'' x 0.438'' 1524 x 11
20'' x 2.000'' 508 x 51 1625 683.9 538.8 5.283
60'' x 0.438'' 1524 x 11
20'' x 2.500'' 508 x 64 1651 812.9 641.0 5.334
60'' x 0.438'' 1524 x 11
22'' x 0.750'' 559 x 19 1714 425.8 333.9 5.664
66'' x 0.500'' 1676 x 13
22'' x 0.875'' 559 x 22 1720 461.3 362.6 5.677
66'' x 0.500'' 1676 x 13
22'' x 1.000'' 559 x 25 1727 496.8 390.9 5.690
66'' x 0.500'' 1676 x 13
22'' x 1.250'' 559 x 32 1739 567.7 446.0 5.715
66'' x 0.500'' 1676 x 13
22'' x 1.500'' 559 x 38 1752 638.7 503.1 5.740
66'' x 0.500'' 1676 x 13
22'' x 1.750'' 559 x 44 1765 709.7 558.1 5.766
66'' x 0.500'' 1676 x 13
22'' x 2.000'' 559 x 51 1778 780.6 613.2 5.791
66'' x 0.500'' 1676 x 13
ELABORO: ING. J. NUÑEZ M.NOV-01
35 de 47 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 5.842
66'' x 0.500'' 1676 x 13
22'' x 3.000'' 559 x 76 1828 1064.5 837.5 5.893
66'' x 0.500'' 1676 x 13
24'' x 0.875'' 610 x 22 1873 532.5 417.7 6.185
72'' x 0.563'' 1829 x 14
24'' x 1.000'' 610 x 25 1879 571.2 448.9 6.198
72'' x 0.563'' 1829 x 14
24'' x 1.250'' 610 x 32 1892 648.6 510.0 6.223
72'' x 0.563'' 1829 x 14
24'' x 1.500'' 610 x 38 1905 726.0 570.1 6.248
72'' x 0.563'' 1829 x 14
24'' x 1.750'' 610 x 44 1917 803.5 631.1 6.274
72'' x 0.563'' 1829 x 14
24'' x 2.000'' 610 x 51 1930 877.4 692.1 6.299
72'' x 0.563'' 1829 x 14
24'' x 2.500'' 610 x 64 1956 1032.3 815.1 6.350
72'' x 0.563'' 1829 x 14
24'' x 3.000'' 610 x 76 1981 1187.1 935.7 6.401
72'' x 0.563'' 1829 x 14
26'' x 0.875'' 660 x 22 2025 607.1 477.2 6.693
78'' x 0.625'' 1981 x 16
26'' x 1.000'' 660 x 25 2032 651.6 511.4 6.706
78'' x 0.625'' 1981 x 16
ELABORO: ING. J. NUÑEZ M.NOV-01
36 de 47 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 6.731
78'' x 0.625'' 1981 x 16
26'' x 1.500'' 660 x 38 2057 819.4 643.0 6.756
78'' x 0.625'' 1981 x 16
26'' x 1.750'' 660 x 44 2070 903.2 708.5 6.782
78'' x 0.625'' 1981 x 16
26'' x 2.000'' 660 x 51 2082 987.1 774.0 6.807
78'' x 0.625'' 1981 x 16
26'' x 2.500'' 660 x 64 2108 1154.8 907.4 6.858
78'' x 0.625'' 1981 x 16
26'' x 3.000'' 660 x 76 2134 1322.6 1038.4 6.909
78'' x 0.625'' 1981 x 16
28'' x 1.000'' 711 x 25 2184 696.8 550.1 7.214
84'' x 0.625'' 2134 x 16
28'' x 1.250'' 711 x 32 2197 787.1 620.1 7.239
84'' x 0.625'' 2134 x 16
28'' x 1.500'' 711 x 38 2210 877.4 692.1 7.264
84'' x 0.625'' 2134 x 16
28'' x 1.750'' 711 x 44 2222 967.7 763.5 7.290
84'' x 0.625'' 2134 x 16
28'' x 2.000'' 711 x 51 2235 1058.1 833.5 7.315
84'' x 0.625'' 2134 x 16
28'' x 2.500'' 711 x 64 2260 1238.7 975.8 7.366
84'' x 0.625'' 2134 x 16
ELABORO: ING. J. NUÑEZ M.NOV-01
37 de 47 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 7.417
84'' x 0.625'' 2134 x 16
30'' x 1.000'' 762 x 25 2336 787.1 618.6 7.722
90'' x 0.688'' 2286 x 17
30'' x 1.250'' 762 x 32 2349 883.9 694.5 7.747
90'' x 0.688'' 2286 x 17
30'' x 1.500'' 762 x 38 2362 980.6 771.0 7.772
90'' x 0.688'' 2286 x 17
30'' x 1.750'' 762 x 44 2374 1077.4 847.9 7.798
90'' x 0.688'' 2286 x 17
30'' x 2.000'' 762 x 51 2387 1174.2 922.8 7.823
90'' x 0.688'' 2286 x 17
30'' x 2.500'' 762 x 64 2413 1367.7 1075.6 7.874
90'' x 0.688'' 2286 x 17
30'' x 3.000'' 762 x 76 2438 1561.3 1227.4 7.925
90'' x 0.688'' 2286 x 17
ELABORO: ING. J. NUÑEZ M.NOV-01
38 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
D Dc m ² Kg / m l m ² / m l
plg 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 D
A R E A TRANSVERSAL
SUPERFICIE 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
ELABORO: ING. J. NUÑEZ M.NOV-01
39 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
d t d tc m ² Kg / m l m ² / m l
plg plg m m m m
1 '' 0.095 25 2.4 2.07 1.62 0.102
1 '' 0.133 25 3.4 2.68 2.10 0.102
1 1/2 '' 0.110 38 2.8 3.74 2.95 0.152
1 1/2 '' 0.125 38 3.2 4.17 3.29 0.152
2 '' 0.110 51 2.8 5.11 4.00 0.203
2 '' 0.125 51 3.2 5.79 4.54 0.203
2 '' 0.156 51 4.0 6.97 5.45 0.203
2 '' 0.188 51 4.8 8.19 6.43 0.203
2 '' 0.250 51 6.4 10.26 8.05 0.203
2 1/2 '' 0.125 64 3.2 7.40 5.84 0.254
2 1/2 '' 0.141 64 3.6 8.26 6.47 0.254
2 1/2 '' 0.188 64 4.8 10.58 8.32 0.254
2 1/2 '' 0.250 64 6.4 13.48 10.58 0.254
3 '' 0.125 76 3.2 9.01 7.12 0.305
3 '' 0.188 76 4.8 13.00 10.20 0.305
3 '' 0.250 76 6.4 16.71 13.11 0.305
3 '' 0.313 76 7.9 20.10 15.74 0.305
3 1/2 '' 0.125 89 3.2 10.62 8.33 0.356
3 1/2 '' 0.156 89 4.0 13.00 10.20 0.356
3 1/2 '' 0.188 89 4.8 15.40 12.10 0.356
3 1/2 '' 0.250 89 6.4 19.90 15.64 0.356
3 1/2 '' 0.313 89 7.9 24.06 18.90 0.356
4 '' 0.188 102 4.8 17.87 14.02 0.406
4 '' 0.250 102 6.4 23.16 18.17 0.406
4 '' 0.313 102 7.9 28.13 22.07 0.406
4 '' 0.375 102 9.5 32.77 25.70 0.406
4 '' 0.500 102 12.7 41.03 32.19 0.406
5 '' 0.188 127 4.8 22.71 17.81 0.508
5 '' 0.250 127 6.4 29.61 23.25 0.508
5 '' 0.313 127 7.9 36.19 28.39 0.508
5 '' 0.375 127 9.5 42.45 33.29 0.508
5 '' 0.500 127 12.7 53.94 42.31 0.508
6 '' 0.188 152 4.8 27.55 21.62 0.610
6 '' 0.250 152 6.4 36.10 28.30 0.610
6 '' 0.313 152 7.9 44.26 34.73 0.610
6 '' 0.375 152 9.5 52.13 40.89 0.610
6 '' 0.500 152 12.7 67.10 52.44 0.610
7 '' 0.188 178 4.8 32.39 25.42 0.711
7 '' 0.250 178 6.4 42.52 33.36 0.711
7 '' 0.313 178 7.9 52.32 41.06 0.711
7 '' 0.375 178 9.5 61.81 48.48 0.711
7 '' 0.500 178 12.7 80.00 62.58 0.711
8 '' 0.188 203 4.8 37.23 29.21 0.813
8 '' 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 t
A R E A TRANSVERSAL
SUPERFICIE LONGITUDINAL
ORTUBO CUADRADO
X X
Y
Y
d
t
d
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
40 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
d t d tc m ² Kg / m l m ² / m l
plg plg m m m m
D E S I G N A C I O N (Tamaño y Espesor t )
b x t
A R E A TRANSVERSAL
SUPERFICIE LONGITUDINAL
ORTUBO CUADRADO
X X
Y
Y
d
t
d
REGRESAR
8 '' 0.313 203 7.9 60.39 47.38 0.813
8 '' 0.375 203 9.5 71.61 26.10 0.813
8 '' 0.500 203 12.7 92.90 72.70 0.813
8 '' 0.625 203 15.8 112.28 88.28 0.813
10 '' 0.250 254 6.4 61.87 48.56 1.016
10 '' 0.313 254 8.0 76.77 60.00 1.016
10 '' 0.375 254 9.5 90.97 71.28 1.016
10 '' 0.500 254 12.7 118.71 92.95 1.016
10 '' 0.625 254 15.8 144.52 113.60 1.016
12 '' 0.250 305 6.4 74.84 58.68 1.219
12 '' 0.313 305 7.9 92.90 72.71 1.219
12 '' 0.375 305 9.5 110.32 46.46 1.219
12 '' 0.500 305 12.7 144.52 113.20 1.219
14 '' 0.313 356 7.9 109.00 85.36 1.422
14 '' 0.375 356 9.5 129.68 101.66 1.422
14 '' 0.500 356 12.7 170.32 133.46 1.422
16 '' 0.313 406 7.9 125.16 98.00 1.626
16 '' 0.375 406 9.5 149.00 116.85 1.626
16 '' 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.
ELABORO: ING. J. NUÑEZ M.NOV-01
41 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
b d t b d tc m ² Kg / m l m ² / m l
plg plg plg m m m m m m3 '' 2 '' 0.125 76 51 3.2 7.40 5.84 0.254
3 '' 2 '' 0.141 76 51 3.6 8.26 6.47 0.254
3 '' 2 '' 0.188 76 51 4.8 10.58 10.58 0.254
3 '' 2 '' 0.250 76 51 6.4 13.48 8.32 0.254
4 '' 2 '' 0.125 102 51 3.2 9.01 7.12 0.305
4 '' 2 '' 0.188 102 51 4.8 13.00 10.20 0.305
4 '' 2 '' 0.250 102 51 6.4 16.71 13.11 0.305
4 '' 2 '' 0.313 102 51 7.9 20.10 15.74 0.305
4 '' 3 '' 0.125 102 76 3.2 10.62 8.39 0.356
4 '' 3 '' 0.156 102 76 4.0 13.00 10.20 0.356
4 '' 3 '' 0.188 102 76 4.8 15.40 12.10 0.356
4 '' 3 '' 0.250 102 76 6.4 19.90 15.60 0.356
4 '' 3 '' 0.313 102 76 7.9 24.10 18.90 0.356
5 '' 2 '' 0.188 127 51 4.8 15.42 12.13 0.356
5 '' 2 '' 0.250 127 51 6.4 19.94 15.64 0.356
5 '' 2 '' 0.313 127 51 7.9 24.10 18.90 0.356
5 '' 3 '' 0.188 127 76 4.8 17.87 14.00 0.406
5 '' 3 '' 0.250 127 76 6.4 23.16 18.17 0.406
5 '' 3 '' 0.313 127 76 7.9 28.13 22.10 0.406
5 '' 3 '' 0.375 127 76 9.5 21.77 25.70 0.406
5 '' 3 '' 0.500 127 76 12.7 41.03 32.20 0.406
5 '' 4 '' 0.188 127 102 4.8 20.26 15.92 0.457
5 '' 4 '' 0.250 127 102 6.4 26.39 20.70 0.457
5 '' 4 '' 0.313 127 102 7.9 32.13 25.24 0.457
5 '' 4 '' 0.375 127 102 9.5 37.61 29.50 0.457
6 '' 2 '' 0.188 152 51 4.8 17.87 14.10 0.406
6 '' 2 '' 0.250 152 51 6.4 23.16 18.17 0.406
6 '' 2 '' 0.313 152 51 7.9 28.13 22.10 0.406
6 '' 2 '' 0.375 152 51 9.5 32.77 25.70 0.406
6 '' 3 '' 0.188 152 76 4.8 20.26 15.92 0.457
6 '' 3 '' 0.250 152 76 6.4 26.39 20.70 0.457
6 '' 3 '' 0.313 152 76 7.9 32.13 25.24 0.457
6 '' 3 '' 0.375 152 76 9.5 37.61 29.50 0.457
6 '' 4 '' 0.188 152 102 4.8 22.71 17.81 0.508
6 '' 4 '' 0.250 152 102 6.4 29.61 23.24 0.508
6 '' 4 '' 0.313 152 102 7.9 36.19 28.39 0.508
6 '' 4 '' 0.375 152 102 9.5 42.45 33.29 0.508
6 '' 4 '' 0.500 152 102 12.7 53.94 42.31 0.508
7 '' 3 '' 0.188 178 76 4.8 22.71 17.81 0.508
7 '' 3 '' 0.250 178 76 6.4 29.61 23.25 0.508
7 '' 3 '' 0.313 178 76 7.9 36.19 28.40 0.508
7 '' 3 '' 0.375 178 76 9.5 42.45 33.30 0.508
7 '' 4 '' 0.188 178 102 4.8 25.10 19.72 0.559
7 '' 4 '' 0.250 178 102 6.4 32.84 25.77 0.559
7 '' 4 '' 0.313 178 102 7.9 40.19 31.56 0.559
7 '' 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
ELABORO: ING. J. NUÑEZ M.NOV-01
42 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
b d t b d tc m ² Kg / m l m ² / m l
plg 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 0.610
7 '' 5 '' 0.250 178 127 6.4 20.10 28.30 0.610
7 '' 5 '' 0.313 178 127 7.9 44.26 34.73 0.610
7 '' 5 '' 0.375 178 127 9.5 52.13 40.89 0.610
7 '' 5 '' 0.500 178 127 12.7 67.10 52.44 0.610
8 '' 2 '' 0.188 203 51 4.8 22.71 17.81 0.508
8 '' 2 '' 0.250 203 51 6.4 29.61 23.25 0.508
8 '' 2 '' 0.313 203 51 7.9 36.19 28.40 0.508
8 '' 2 '' 0.375 203 51 9.5 42.45 33.30 0.508
8 '' 3 '' 0.188 203 76 4.8 25.10 19.72 0.559
8 '' 3 '' 0.250 203 76 6.4 32.84 25.77 0.559
8 '' 3 '' 0.313 203 76 7.9 40.19 31.56 0.559
8 '' 3 '' 0.375 203 76 9.5 47.29 37.10 0.559
8 '' 4 '' 0.188 203 102 4.8 27.55 21.62 0.610
8 '' 4 '' 0.250 203 102 6.4 36.06 28.30 0.610
8 '' 4 '' 0.313 203 102 7.9 44.26 34.73 0.610
8 '' 4 '' 0.375 203 102 9.5 52.13 40.89 0.610
8 '' 4 '' 0.500 203 102 12.7 67.10 52.44 0.610
8 '' 6 '' 0.188 203 152 4.8 32.39 25.42 0.711
8 '' 6 '' 0.250 203 152 6.4 42.52 33.36 0.711
8 '' 6 '' 0.313 203 152 7.9 52.32 41.06 0.711
8 '' 6 '' 0.375 203 152 9.5 61.81 48.48 0.711
8 '' 6 '' 0.500 203 152 12.7 80.00 62.58 0.711
10 '' 2 '' 0.188 254 51 4.8 27.55 21.62 0.610
10 '' 2 '' 0.250 254 51 6.4 36.10 28.30 0.610
10 '' 2 '' 0.313 254 51 7.9 44.26 34.73 0.610
10 '' 2 '' 0.375 254 51 9.5 52.13 40.89 0.610
10 '' 4 '' 0.188 254 102 4.8 32.39 25.42 0.711
10 '' 4 '' 0.250 254 102 6.4 42.52 33.36 0.711
10 '' 4 '' 0.313 254 102 7.9 52.32 41.09 0.711
10 '' 4 '' 0.375 254 102 9.5 61.81 48.48 0.711
10 '' 4 '' 0.500 254 102 12.7 80.00 62.58 0.711
10 '' 6 '' 0.188 254 152 4.8 37.23 29.21 0.813
10 '' 6 '' 0.250 254 152 6.4 48.97 38.42 0.813
10 '' 6 '' 0.313 254 152 7.9 60.39 47.38 0.813
10 '' 6 '' 0.375 254 152 9.5 71.61 56.10 0.813
10 '' 6 '' 0.500 254 152 12.7 92.90 72.70 0.813
12 '' 2 '' 0.188 305 51 4.8 32.39 25.42 0.711
12 '' 2 '' 0.250 305 51 6.4 42.52 33.36 0.711
12 '' 4 '' 0.188 305 102 4.8 37.23 29.22 0.813
12 '' 4 '' 0.250 305 102 6.4 48.97 38.42 0.813
12 '' 4 '' 0.313 305 102 7.9 60.39 47.38 0.813
12 '' 4 '' 0.375 305 102 9.5 71.61 56.10 0.813
12 '' 4 '' 0.500 305 102 12.7 92.90 72.70 0.813
ELABORO: ING. J. NUÑEZ M.NOV-01
43 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
b d t b d tc m ² Kg / m l m ² / m l
plg 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 0.914
12 '' 6 '' 0.250 305 152 6.4 55.42 43.50 0.914
12 '' 6 '' 0.313 305 152 7.9 68.39 53.72 0.914
12 '' 6 '' 0.375 305 152 9.5 81.29 63.68 0.914
12 '' 6 '' 0.500 305 152 12.7 105.81 82.83 0.914
12 '' 8 '' 0.250 305 203 6.4 61.87 48.56 1.016
12 '' 8 '' 0.313 305 203 7.9 76.77 60.05 1.016
12 '' 8 '' 0.375 305 203 9.5 90.97 71.28 1.016
12 '' 8 '' 0.500 305 203 12.7 118.71 92.95 1.016
12 '' 8 '' 0.625 305 203 15.8 144.52 113.59 1.016
14 '' 4 '' 0.250 356 102 6.4 55.42 43.50 0.914
14 '' 4 '' 0.313 356 102 7.9 68.39 53.72 0.914
14 '' 4 '' 0.375 356 102 9.5 81.29 63.68 0.914
14 '' 4 '' 0.500 356 102 12.7 105.81 82.83 0.914
14 '' 6 '' 0.250 356 152 6.4 61.87 48.56 1.016
14 '' 6 '' 0.313 356 152 7.9 76.77 60.05 1.016
14 '' 6 '' 0.375 356 152 9.5 90.97 71.28 1.016
14 '' 6 '' 0.500 356 152 12.7 118.71 92.95 1.016
14 '' 10 '' 0.313 356 254 7.9 92.90 72.71 1.219
14 '' 10 '' 0.375 356 254 9.5 110.32 86.46 1.219
14 '' 10 '' 0.500 356 254 12.7 144.52 113.20 1.219
16 '' 4 '' 0.313 406 102 7.9 76.77 60.05 1.016
16 '' 4 '' 0.375 406 102 9.5 90.97 71.28 1.016
16 '' 4 '' 0.500 406 102 12.7 118.71 92.95 1.016
16 '' 8 '' 0.313 406 203 7.9 92.90 72.71 1.219
16 '' 8 '' 0.375 406 203 9.5 110.32 86.46 1.219
16 '' 8 '' 0.500 406 203 12.7 144.52 113.20 1.219
16 '' 12 '' 0.313 406 305 7.9 109.00 85.36 1.422
16 '' 12 '' 0.375 406 305 9.5 129.68 101.66 1.422
16 '' 12 '' 0.500 406 305 12.7 170.32 133.46 1.422
18 '' 6 '' 0.313 457 152 7.9 92.90 72.71 1.219
18 '' 6 '' 0.375 457 152 9.5 110.32 86.46 1.219
18 '' 6 '' 0.500 457 152 12.7 144.52 113.20 1.219
20 '' 4 '' 0.313 508 102 7.9 92.90 72.71 1.219
20 '' 4 '' 0.375 508 102 9.5 110.32 86.46 1.219
20 '' 4 '' 0.500 508 102 12.7 144.52 113.20 1.219
20 '' 8 '' 0.313 508 203 7.9 109.00 85.36 1.422
20 '' 8 '' 0.375 508 203 9.5 129.67 101.66 1.422
20 '' 8 '' 0.500 508 203 12.7 170.32 133.46 1.422
20 '' 12 '' 0.313 508 305 7.9 125.16 98.02 1.626
20 '' 12 '' 0.375 508 305 9.5 149.00 116.85 1.626
20 '' 12 '' 0.500 508 305 12.7 196.13 153.73 1.626
ELABORO: ING. J. NUÑEZ M.NOV-01
44 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
PESO
b d t b d tc m ² Kg / m l m ² / m l
plg 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.
ELABORO: ING. J. NUÑEZ M.NOV-01
45 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
REGRESAR
ELABORO: ING. J. NUÑEZ M.NOV-01
46 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
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 l
plg 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 cal
A R E A TRANSVERSAL
SUPERFICIE 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
ELABORO: ING. J. NUÑEZ M.NOV-01
47 de 47 INSTITUTO MEXICANO DE LA CONSTRUCCION EN ACERO, A.C.
REGRESAR