82
Elaboro: Ing. Reyes Feliz Perez 1 de 82 Cotemar TABLA DE DIMENSIONES Y PROPIEDADES DE PERFILES LI es APS de Lados Iguales LD es APS de Lados Desiguales CE es CPS IE es IPS IR es IPR TR es TPR IS es IPC OR es PTR O PER CF 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:

8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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Page 1: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 1 de 63 Cotemar

TABLA DE DIMENSIONES

Y

PROPIEDADES DE PERFILES

LI es APS de Lados Iguales

LD es APS de Lados Desiguales

CE es CPS

IE es IPS

IR es IPR

TR es TPR

IS es IPC

OR es PTR O PER

CF 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:

Page 2: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 2 de 63 Cotemar

ZF es ZPL 2

Page 3: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 3 de 63 Cotemar

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

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

Page 4: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 4 de 63 Cotemar

ORTUBO CUADRADO O RECTANGULAR

CFPERFIL C FORMADO

EN FRIO

ZFPERFIL Z FORMADO

EN FRIO

Page 5: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

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

Page 6: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

Page 7: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

mm x mm x mm

Page 8: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

Page 9: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

OCTUBO CIRCULAR

DIMENSIONES Y PROPIEDADES Nota: se considera 1 junta cada 3 m

Perimetro Peso Area

mm x mm in. x in. in. m mm m kg/m cm2 m ² / m l ml/ TON ml/KG juntas/ton21 x 2.77 0.84 x 0.11 CED 40 0.5 0.021 15.76 0.0660 1.27 1.61 0.066 787.402 51.948 0.787 0.052 262.467 0.03021 x 3.73 0.84 x 0.147 CED 80 0.5 0.021 13.84 0.0660 1.62 2.06 0.066 617.284 40.724 0.617 0.041 205.761 0.03927 x 2.87 1.05 x 0.113 CED 40 0.75 0.027 20.96 0.0848 1.69 2.15 0.085 591.716 50.191 0.592 0.050 197.239 0.04133 x 3.38 1.315 x 0.133 CED 40 1 0.033 26.64 0.1037 2.5 3.19 0.104 400.000 41.469 0.400 0.041 133.333 0.06033 x 4.55 1.315 x 0.179 CED 80 1 0.033 24.3 0.1037 3.24 4.12 0.104 308.642 31.998 0.309 0.032 102.881 0.07842 x 3.56 1.66 x 0.14 CED 40 1.25 0.042 35.08 0.1319 3.39 4.32 0.132 294.985 38.922 0.295 0.039 98.328 0.08142 x 4.85 1.66 x 0.191 CED 80 1.25 0.042 32.5 0.1319 4.47 5.69 0.132 223.714 29.518 0.224 0.030 74.571 0.10748 x 3.68 1.9 x 0.145 CED 40 1.5 0.048 40.94 0.1508 4.05 5.16 0.151 246.914 37.234 0.247 0.037 82.305 0.09748 x 5.08 1.9 x 0.2 CED 80 1.5 0.048 38.14 0.1508 5.41 6.9 0.151 184.843 27.874 0.185 0.028 61.614 0.13060 x 3.91 2.375 x 0.154 CED 40 2 0.06 52.48 0.1885 5.44 6.93 0.188 183.824 34.650 0.184 0.035 61.275 0.13160 x 5.54 2.375 x 0.218 CED 80 2 0.06 49.22 0.1885 7.48 9.53 0.188 133.690 25.200 0.134 0.025 44.563 0.18060 x 8.74 2.375 x 0.344 CED 160 2 0.06 42.82 0.1885 11.11 14.16 0.188 90.009 16.966 0.090 0.017 30.003 0.26760 x 11.07 2.375 x 0.436 CED XXS 2 0.06 38.16 0.1885 13.44 17.12 0.188 74.405 14.025 0.074 0.014 24.802 0.32373 x 5.16 2.875 x 0.203 CED 40 2.5 0.073 62.68 0.2293 8.63 11 0.229 115.875 26.574 0.116 0.027 38.625 0.20773 x 7.01 2.875 x 0.276 CED 80 2.5 0.073 58.98 0.2293 11.41 14.53 0.229 87.642 20.100 0.088 0.020 29.214 0.27473 x 9.53 2.875 x 0.375 CED 160 2.5 0.073 53.94 0.2293 14.92 19 0.229 67.024 15.371 0.067 0.015 22.341 0.35873 x 14.02 2.875 x 0.552 CED XXS 2.5 0.073 44.96 0.2293 20.39 25.98 0.229 49.044 11.248 0.049 0.011 16.348 0.48989 x 5.49 3.5 x 0.216 CED 40 3 0.089 77.92 0.2796 11.29 14.39 0.280 88.574 24.765 0.089 0.025 29.525 0.27189 x 7.62 3.5 x 0.3 CED 80 3 0.089 73.66 0.2796 15.27 19.46 0.280 65.488 18.311 0.065 0.018 21.829 0.36689 x 11.13 3.5 x 0.438 CED 160 3 0.089 66.64 0.2796 21.35 27.19 0.280 46.838 13.096 0.047 0.013 15.613 0.51289 x 15.24 3.5 x 0.6 CED XXS 3 0.089 58.42 0.2796 27.68 35.27 0.280 36.127 10.101 0.036 0.010 12.042 0.664

102 x 5.74 4 x 0.226 3.5 0.102 90.12 0.3204 13.57 17.29 0.320 73.692 23.614 0.074 0.024 24.564 0.326102 x 8.08 4 x 0.318 CED 80 3.5 0.102 85.44 0.3204 18.64 23.74 0.320 53.648 17.191 0.054 0.017 17.883 0.447114 x 6.02 4.5 x 0.237 CED 40 4 0.114 102.26 0.3581 16.08 20.48 0.358 62.189 22.273 0.062 0.022 20.730 0.386114 x 8.56 4.5 x 0.337 CED 80 4 0.114 97.18 0.3581 22.32 28.44 0.358 44.803 16.046 0.045 0.016 14.934 0.536114 x 11.13 4.5 x 0.438 CED 120 4 0.114 92.04 0.3581 28.32 36.07 0.358 35.311 12.646 0.035 0.013 11.770 0.680114 x 13.49 4.5 x 0.531 CED 160 4 0.114 87.32 0.3581 33.54 42.72 0.358 29.815 10.678 0.030 0.011 9.938 0.805114 x 17.12 4.5 x 0.674 CED XXS 4 0.114 80.06 0.3581 41.03 52.27 0.358 24.372 8.729 0.024 0.009 8.124 0.985141 x 6.55 5.56 x 0.258 CED 40 5 0.141 128.2 0.4430 21.77 27.73 0.443 45.935 20.348 0.046 0.020 15.312 0.522141 x 9.53 5.56 x 0.375 CED 80 5 0.141 122.24 0.4430 30.97 39.45 0.443 32.289 14.303 0.032 0.014 10.763 0.743141 x 12.7 5.56 x 0.5 CED 120 5 0.141 115.9 0.4430 40.28 51.31 0.443 24.826 10.997 0.025 0.011 8.275 0.967141 x 15.88 5.56 x 0.652 CED 160 5 0.141 109.54 0.4430 49.12 62.57 0.443 20.358 9.018 0.020 0.009 6.786 1.179141 x 19.05 5.56 x 0.75 CED XXS 5 0.141 103.2 0.4430 57.43 73.16 0.443 17.413 7.713 0.017 0.008 5.804 1.378168 x 7.11 6.63 x 0.28 CED 40 6 0.168 154.08 0.5278 28.26 36 0.528 35.386 18.676 0.035 0.019 11.795 0.678168 x 10.97 6.63 x 0.432 CED 80 6 0.168 146.36 0.5278 42.56 54.22 0.528 23.496 12.401 0.023 0.012 7.832 1.021168 x 14.27 6.63 x 0.562 CED 120 6 0.168 139.76 0.5278 54.21 69.05 0.528 18.447 9.736 0.018 0.010 6.149 1.301168 x 18.26 6.63 x 0.719 CED 160 6 0.168 131.78 0.5278 67.57 86.07 0.528 14.799 7.811 0.015 0.008 4.933 1.622168 x 21.95 6.63 x 0.864 CED XXS 6 0.168 124.4 0.5278 79.22 100.92 0.528 12.623 6.662 0.013 0.007 4.208 1.901219 x 6.35 8.63 x 0.25 CED 20 8 0.219 206.4 0.6880 33.32 42.44 0.688 30.012 20.649 0.030 0.021 10.004 0.800219 x 7.04 8.63 x 0.277 CED 30 8 0.219 205.02 0.6880 36.82 46.9 0.688 27.159 18.686 0.027 0.019 9.053 0.884219 x 8.18 8.63 x 0.322 CED 40 8 0.219 202.74 0.6880 42.55 54.2 0.688 23.502 16.169 0.024 0.016 7.834 1.021219 x 10.31 8.63 x 0.406 CED 60 8 0.219 198.48 0.6880 53.09 67.63 0.688 18.836 12.959 0.019 0.013 6.279 1.274219 x 12.7 8.63 x 0.5 CED 80 8 0.219 193.7 0.6880 64.64 82.35 0.688 15.470 10.644 0.015 0.011 5.157 1.551219 x 15.09 8.63 x 0.594 CED 100 8 0.219 188.92 0.6880 75.92 96.71 0.688 13.172 9.062 0.013 0.009 4.391 1.822219 x 18.25 8.63 x 0.719 CED 120 8 0.219 182.6 0.6880 90.4 115.16 0.688 11.062 7.611 0.011 0.008 3.687 2.170219 x 20.62 8.63 x 0.812 CED 140 8 0.219 177.86 0.6880 100.93 128.57 0.688 9.908 6.817 0.010 0.007 3.303 2.422219 x 22.23 8.63 x 0.875 CED XXS 8 0.219 174.64 0.6880 107.93 137.49 0.688 9.265 6.375 0.009 0.006 3.088 2.590273 x 6.35 10.75 x 0.25 CED 20 10 0.273 260.4 0.8577 41.77 53.21 0.858 23.941 20.533 0.024 0.021 7.980 1.002273 x 7.8 10.75 x 0.307 CED 30 10 0.273 257.5 0.8577 51.03 65.01 0.858 19.596 16.807 0.020 0.017 6.532 1.225273 x 9.27 10.75 x 0.365 CED 40 10 0.273 254.56 0.8577 60.31 76.83 0.858 16.581 14.221 0.017 0.014 5.527 1.447273 x 12.7 10.75 x 0.5 CED 60 10 0.273 247.7 0.8577 81.56 103.89 0.858 12.261 10.516 0.012 0.011 4.087 1.957273 x 15.09 10.75 x 0.594 CED 80 10 0.273 242.92 0.8577 96.02 122.31 0.858 10.414 8.932 0.010 0.009 3.471 2.304273 x 18.26 10.75 x 0.719 CED 100 10 0.273 236.58 0.8577 114.76 146.19 0.858 8.714 7.473 0.009 0.007 2.905 2.754273 x 21.44 10.75 x 0.844 CED 120 10 0.273 230.22 0.8577 133.06 169.51 0.858 7.515 6.446 0.008 0.006 2.505 3.193324 x 6.35 12.75 x 0.25 CED 20 12 0.324 311.2 1.0179 49.73 63.35 1.018 20.109 20.468 0.020 0.020 6.703 1.194324 x 8.38 12.75 x 0.33 CED 30 12 0.324 307.14 1.0179 65.21 83.03 1.018 15.335 15.609 0.015 0.016 5.112 1.565324 x 9.53 12.75 x 0.375 12 0.324 304.84 0.0000 73.88 94.12 1.018 13.535 13.777 0.014 0.014 4.512 1.773324 x 10.31 12.75 x 0.406 CED 40 12 0.324 303.28 1.0179 79.73 101.57 1.018 12.542 12.767 0.013 0.013 4.181 1.914324 x 12.7 12.75 x 0.5 12 0.324 298.5 1.0179 97.47 124.16 1.018 10.260 10.443 0.010 0.010 3.420 2.339324 x 14.27 12.75 x 0.562 CED 60 12 0.324 295.36 1.0179 108.96 138.81 1.018 9.178 9.342 0.009 0.009 3.059 2.615324 x 17.48 12.75 x 0.668 CED 80 12 0.324 288.94 1.0179 132.09 168.27 1.018 7.571 7.706 0.008 0.008 2.524 3.170324 x 21.44 12.75 x 0.844 CED 100 12 0.324 281.02 1.0179 159.92 203.72 1.018 6.253 6.365 0.006 0.006 2.084 3.838356 x 6.35 14 x 0.25 CED 10 14 0.356 342.9 1.1184 54.69 69.67 1.118 18.285 20.450 0.018 0.020 6.095 1.313356 x 7.92 14 x 0.312 CED 20 14 0.356 339.76 1.1184 67.91 86.51 1.118 14.725 16.469 0.015 0.016 4.908 1.630356 x 9.53 14 x 0.375 CED 30 14 0.356 336.54 1.1184 81.33 103.61 1.118 12.296 13.752 0.012 0.014 4.099 1.952356 x 11.13 14 x 0.438 CED 40 14 0.356 333.34 1.1184 94.55 120.45 1.118 10.576 11.829 0.011 0.012 3.525 2.269356 x 12.7 14 x 0.5 14 0.356 320.2 1.1184 107.4 136.81 1.118 9.311 10.413 0.009 0.010 3.104 2.578356 x 15.09 14 x 0.594 CED 60 14 0.356 325.42 1.1184 126.72 161.42 1.118 7.891 8.826 0.008 0.009 2.630 3.041356 x 19.05 14 x 0.75 CED 80 14 0.356 317.5 1.1184 158.11 201.42 1.118 6.325 7.074 0.006 0.007 2.108 3.795356 x 23.83 14 x 0.938 CED 100 14 0.356 309.94 1.1184 194.97 248.37 1.118 5.129 5.736 0.005 0.006 1.710 4.679406 x 6.35 16 x 0.25 CED 10 16 0.406 393.7 1.2755 62.65 79.81 1.275 15.962 20.359 0.016 0.020 5.321 1.504406 x 7.92 16 x 0.312 CED 20 16 0.406 390.56 1.2755 77.83 99.15 1.275 12.849 16.388 0.013 0.016 4.283 1.868406 x 9.53 16 x 0.375 CED 30 16 0.406 387.34 1.2755 93.27 118.82 1.275 10.722 13.675 0.011 0.014 3.574 2.238406 x 12.7 16 x 0.5 16 0.406 381 1.2755 123.31 157.08 1.275 8.110 10.344 0.008 0.010 2.703 2.959406 x 16.66 16 x 0.659 CED 60 16 0.406 373.08 1.2755 160.13 203.99 1.275 6.245 7.965 0.006 0.008 2.082 3.843406 x 21.44 16 x 0.844 CED 80 16 0.406 363.52 1.2755 203.54 259.29 1.275 4.913 6.267 0.005 0.006 1.638 4.885

DesignacionD x t CLASE

TUBO AC.

Diametronominal

DiametroExterior

Diametrointerior

SUPERFICIE LONGITUDI

NAL

LONGITUD DE OC POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE 0C

AREA SUPERFICI

AL POR KG

JUNTAS POR

TONELADA

RENDIMENTOS EN

JORNADAS DE 8 HR

m ² / TON m ² / KG

S11
rfelix: Considerando 2 Juntas por metro lineal
T13
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 10: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

OCTUBO CIRCULAR

DIMENSIONES Y PROPIEDADES

Perimetro Peso Area

mm x mm in. x in. in. m mm m kg/m cm2 m ² / m l ml/ TON ml/KG juntas/ton457 x 6.35 18 x 0.25 CED 10 18 0.457 444.3 1.436 70.57 89.9 1.436 14.170 20.344 0.014 0.020 4.723 1.694457 x 7.92 18 x 0.312 CED 20 18 0.457 441.16 1.436 87.72 111.74 1.436 11.400 16.367 0.011 0.016 3.800 2.105457 x 11.13 18 x 0.438 CED 30 18 0.457 434.74 1.436 122.38 155.9 1.436 8.171 11.732 0.008 0.012 2.724 2.937457 x 12.7 18 x 0.5 18 0.457 431.6 1.436 139.16 177.27 1.436 7.186 10.317 0.007 0.010 2.395 3.340457 x 14.27 18 x 0.562 CED 40 18 0.457 428.46 1.436 155.81 198.48 1.436 6.418 9.214 0.006 0.009 2.139 3.739457 x 19.05 18 x 0.75 CED 60 18 0.457 418.9 1.436 205.75 262.1 1.436 4.860 6.978 0.005 0.007 1.620 4.938457 x 23.83 18 x 0.938 CED 80 18 0.457 409.34 1.436 254.57 324.29 1.436 3.928 5.640 0.004 0.006 1.309 6.110508 x 6.35 20 x 0.25 CED 10 20 0.508 495.3 1.596 78.56 100.07 1.596 12.729 20.315 0.013 0.020 4.243 1.885508 x 9.53 20 x 0.375 CED 20 20 0.508 488.94 1.596 117.15 149.24 1.596 8.536 13.623 0.009 0.014 2.845 2.812508 x 12.7 20 x 0.5 CED 30 20 0.508 482.6 1.596 155.13 197.62 1.596 6.446 10.288 0.006 0.010 2.149 3.723508 x 15.09 20 x 0.594 CED 40 20 0.508 477.82 1.596 183.43 233.67 1.596 5.452 8.701 0.005 0.009 1.817 4.402508 x 20.62 20 x 0.812 CED 60 20 0.508 466.76 1.596 247.84 315.72 1.596 4.035 6.439 0.004 0.006 1.345 5.948610 x 6.35 24 x 0.25 CED 10 24 0.61 597.3 1.916 94.53 120.42 1.916 10.579 20.273 0.011 0.020 3.526 2.269610 x 9.53 24 x 0.375 CED 20 24 0.61 590.94 1.916 141.12 179.77 1.916 7.086 13.580 0.007 0.014 2.362 3.387610 x 12.7 24 x 0.5 24 0.61 584.6 1.916 187.07 238.31 1.916 5.346 10.244 0.005 0.010 1.782 4.490610 x 14.27 24 x 0.562 CED 30 24 0.61 581.46 1.916 209.65 267.07 1.916 4.770 9.141 0.005 0.009 1.590 5.032610 x 17.48 24 x 0.668 CED 40 24 0.61 575.04 1.916 255.42 325.38 1.916 3.915 7.503 0.004 0.008 1.305 6.130610 x 24.61 24 x 0.969 CED 60 24 0.61 560.78 1.916 655.28 452.59 1.916 1.526 2.925 0.002 0.003 0.509 15.727762 x 6.35 30 x 0.25 30 0.762 794.3 2.394 118.34 150.75 2.394 8.450 20.229 0.008 0.020 2.817 2.840762 x 7.92 30 x 0.312 CED 10 30 0.762 749.16 2.394 147.29 187.63 2.394 6.789 16.253 0.007 0.016 2.263 3.535762 x 9.53 30 x 0.375 30 0.762 742.94 2.394 176.85 225.28 2.394 5.655 13.536 0.006 0.014 1.885 4.244762 x 12.7 30 x 0.5 CED 20 30 0.762 736.6 2.394 234.68 298.96 2.394 4.261 10.201 0.004 0.010 1.420 5.632762 x 15.88 30 x 0.625 CED 30 30 0.762 730.24 2.394 292.2 372.23 2.394 3.422 8.193 0.003 0.008 1.141 7.013762 x 19.05 30 x 0.75 30 0.762 723.9 2.394 349.04 444.64 2.394 2.865 6.859 0.003 0.007 0.955 8.377914 x 7.92 36 x 0.312 36 0.914 898.16 2.871 176.97 225.45 2.871 5.651 16.225 0.006 0.016 1.884 4.247914 x 9.53 36 x 0.375 36 0.914 894.94 2.871 212.57 270.79 2.871 4.704 13.508 0.005 0.014 1.568 5.102914 x 12.7 36 x 0.5 36 0.914 888.6 2.871 282.29 359.6 2.871 3.542 10.172 0.004 0.010 1.181 6.775914 x 15.88 36 x 0.625 36 0.914 882.24 2.871 351.73 448.06 2.871 2.843 8.164 0.003 0.008 0.948 8.442914 x 19.05 36 x 0.75 36 0.914 875.9 2.871 420.45 535.6 2.871 2.378 6.829 0.002 0.007 0.793 10.091914 x 22.23 36 x 0.875 36 0.914 869.54 2.871 488.89 622.79 2.871 2.045 5.873 0.002 0.006 0.682 11.733

1067 x 9.53 42 x 0.375 42 1.067 1047.94 3.352 248.53 316.6 3.352 4.024 13.488 0.004 0.013 1.341 5.9651067 x 12.7 42 x 0.5 42 1.067 1041.6 3.352 330.29 420.65 3.352 3.028 10.149 0.003 0.010 1.009 7.9271067 x 15.88 42 x 0.625 42 1.067 1035.24 3.352 411.64 524.39 3.352 2.429 8.143 0.002 0.008 0.810 9.8791067 x 19.05 42 x 0.75 42 1.067 1028.9 3.352 492.33 627.17 3.352 2.031 6.809 0.002 0.007 0.677 11.8161067 x 22.23 42 x 0.875 42 1.067 1022.54 3.352 572.77 729.64 3.352 1.746 5.852 0.002 0.006 0.582 13.7461067 x 25.4 42 x 1 42 1.067 1016.2 3.352 652.46 831.16 3.352 1.533 5.138 0.002 0.005 0.511 15.6591219 x 9.53 48 x 0.375 48 1.219 1199.94 3.830 284.25 363.11 3.830 3.518 13.473 0.004 0.013 1.173 6.8221219 x 12.7 48 x 0.5 48 1.219 1193.6 3.830 377.81 481.29 3.830 2.647 10.136 0.003 0.010 0.882 9.0671219 x 15.88 48 x 0.625 48 1.219 1187.24 3.830 471.17 600.22 3.830 2.122 8.128 0.002 0.008 0.707 11.3081219 x 19.05 48 x 0.75 48 1.219 1180.9 3.830 563.74 718.14 3.830 1.774 6.793 0.002 0.007 0.591 13.5301219 x 22.23 48 x 0.875 48 1.219 1174.54 3.830 656.1 835.8 3.830 1.524 5.837 0.002 0.006 0.508 15.7461219 x 25.4 48 x 1 48 1.219 1168.2 3.830 747.67 952.45 3.830 1.337 5.122 0.001 0.005 0.446 17.9441422 x 9.53 56 x 0.375 56 1.422 1402.94 4.467 331.96 422.88 4.467 3.012 13.458 0.003 0.013 1.004 7.9671422 x 12.7 56 x 0.5 56 1.422 1396.6 4.467 441.39 562.29 4.467 2.266 10.121 0.002 0.010 0.755 10.5931422 x 15.88 56 x 0.625 56 1.422 1390.24 4.467 550.67 701.49 4.467 1.816 8.113 0.002 0.008 0.605 13.2161422 x 19.05 56 x 0.75 56 1.422 1393.9 4.467 659.11 839.63 4.467 1.517 6.778 0.002 0.007 0.506 15.8191422 x 22.23 56 x 0.875 56 1.422 1377.54 4.467 767.39 977.57 4.467 1.303 5.821 0.001 0.006 0.434 18.4171422 x 25.4 56 x 1 56 1.422 1371.2 4.467 874.83 1114.4 4.467 1.143 5.107 0.001 0.005 0.381 20.9961524 x 9.53 60 x 0.375 60 1.524 1504.94 4.788 355.94 453.42 4.788 2.809 13.451 0.003 0.013 0.936 8.5431524 x 12.7 60 x 0.5 60 1.524 1498.6 4.788 473.34 602.98 4.788 2.113 10.115 0.002 0.010 0.704 11.3601524 x 15.88 60 x 0.625 60 1.524 1492.24 4.788 560.62 752.38 4.788 1.784 8.540 0.002 0.009 0.595 13.4551524 x 19.05 60 x 0.75 60 1.524 1485.9 4.788 707.03 900.67 4.788 1.414 6.772 0.001 0.007 0.471 16.9691524 x 22.23 60 x 0.875 60 1.524 1479.54 4.788 823.31 1048.8 4.788 1.215 5.815 0.001 0.006 0.405 19.7591524 x 25.4 60 x 1 60 1.524 1473.2 4.788 938.73 1195.8 4.788 1.065 5.100 0.001 0.005 0.355 22.530

Se recomienda que al ordenar tubos de acero se especifique la norma oficial mexicana, el diametro exterior y el espesor de pared.

Se frabrican tubos de otros diametros y espesores que no aparecen en esta tabla, por lo que deberan consultarse

los catalogos de los fabricantes.

Los espesores sombreados no son de fabricacion comun, por lo que se recomienda consultar con el proveedor su disponibilidad.

*Redondeado al milimetro.

DesignacionD x t CLASE

TUBO AC.

Diametronominal

DiametroExterior

Diametrointerior

SUPERFICIE LONGITUDI

NAL

LONGITUD DE OC POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE 0C

AREA SUPERFICI

AL POR KG

JUNTAS POR

TONELADA

RENDIMENTOS EN

JORNADAS DE 8 HR

m ² / TON m ² / KG

S112
rfelix: Considerando 2 Juntas por metro lineal
T114
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 11: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 11 de 63 COTEMAR. S.A

PESO

d t d tc m ² Kg / m l m ² / m l ml/ TON m ² / TON ml/KG m ² / KG m sold / m l LI JUNTAS/DIA KG/DIA

plg plg m m m m

3/4 '' 1/8 '' 19 3 1.11 0.88 0.076 1136.364 86.591 1.136 0.087 0.152 44.882 39.496

3/4 '' 3/16'' 19 5 1.59 1.25 0.076 801.696 61.089 0.802 0.061 0.152 44.882 55.984

7/8 '' 1/8 '' 22 3 1.32 1.04 0.089 965.680 85.849 0.966 0.086 0.178 38.470 39.837

7/8 '' 3/16'' 22 5 1.90 1.49 0.089 670.893 59.642 0.671 0.060 0.178 38.470 57.342

1 '' 1/8 '' 25 3 1.52 1.19 0.102 838.617 85.203 0.839 0.085 0.203 33.661 40.139

1 '' 3/16'' 25 5 2.21 1.73 0.102 576.786 58.601 0.577 0.059 0.203 33.661 58.360

1 '' 1/4 '' 25 6 2.80 2.22 0.102 450.450 45.766 0.450 0.046 0.203 33.661 74.728

1 1/4 '' 1/8 '' 32 3 1.93 1.50 0.127 666.667 84.667 0.667 0.085 0.254 26.929 40.394

1 1/4 '' 3/16'' 32 5 2.79 2.20 0.127 454.545 57.727 0.455 0.058 0.254 26.929 59.244

1 1/4 '' 1/4 '' 32 6 3.72 2.86 0.127 349.650 44.406 0.350 0.044 0.254 26.929 77.017

1 1/2 '' 1/8 '' 38 3 2.34 1.83 0.152 546.448 83.279 0.546 0.083 0.305 22.441 41.067

1 1/2 '' 3/16'' 38 5 3.43 2.68 0.152 373.134 56.866 0.373 0.057 0.305 22.441 60.142

1 1/2 '' 1/4 '' 38 6 4.40 3.48 0.152 287.356 43.793 0.287 0.044 0.305 22.441 78.094

1 1/2 '' 5/16'' 38 8 5.40 4.26 0.152 234.742 35.775 0.235 0.036 0.305 22.441 95.598

1 1/2 '' 3/8 '' 38 10 6.34 4.99 0.152 200.401 30.541 0.200 0.031 0.305 22.441 111.980

1 3/4 '' 1/8 '' 44 3 2.74 2.14 0.178 467.290 83.084 0.467 0.083 0.356 19.235 41.163

1 3/4 '' 3/16'' 44 5 4.03 3.15 0.178 317.460 56.444 0.317 0.056 0.356 19.235 60.591

1 3/4 '' 1/4 '' 44 6 5.20 4.12 0.178 242.718 43.155 0.243 0.043 0.356 19.235 79.249

1 3/4 '' 5/16'' 44 8 6.39 5.04 0.178 198.413 35.278 0.198 0.035 0.356 19.235 96.945

2 '' 1/8 '' 51 3 3.10 2.46 0.203 406.504 82.602 0.407 0.083 0.406 16.831 41.404

2 '' 3/16'' 51 5 4.61 3.63 0.203 275.482 55.978 0.275 0.056 0.406 16.831 61.095

2 '' 1/4 '' 51 6 6.06 4.75 0.203 210.346 42.742 0.210 0.043 0.406 16.831 80.014

2 '' 5/16'' 51 8 7.42 5.83 0.203 171.527 34.854 0.172 0.035 0.406 16.831 98.123

2 '' 3/8 '' 51 10 8.77 6.99 0.203 143.062 29.070 0.143 0.029 0.406 16.831 117.647

2 1/2 '' 5/32'' 64 4 4.88 3.83 0.254 261.208 66.347 0.261 0.066 0.508 13.465 51.547

2 1/2 '' 3/16'' 64 5 5.81 4.61 0.254 216.920 55.098 0.217 0.055 0.508 13.465 62.072

2 1/2 '' 1/4 '' 64 6 7.68 6.10 0.254 163.934 41.639 0.164 0.042 0.508 13.465 82.134

2 1/2 '' 5/16'' 64 8 9.48 7.44 0.254 134.462 34.153 0.134 0.034 0.508 13.465 100.137

2 1/2 '' 3/8 '' 64 10 11.16 8.78 0.254 113.895 28.929 0.114 0.029 0.508 13.465 118.219

3 '' 3/16'' 76 5 7.03 5.52 0.305 181.323 55.267 0.181 0.055 0.610 11.220 61.881

3 '' 1/4 '' 76 6 9.29 7.29 0.305 137.212 41.822 0.137 0.042 0.610 11.220 81.775

3 '' 5/16'' 76 8 11.48 9.08 0.305 110.132 33.568 0.110 0.034 0.610 11.220 101.882

3 '' 3/8 '' 76 10 13.61 10.72 0.305 93.284 28.433 0.093 0.028 0.610 11.220 120.283

3 '' 7/16'' 76 11 15.68 12.35 0.305 80.972 24.680 0.081 0.025 0.610 11.220 138.573

3 '' 1/2 '' 76 13 17.74 13.99 0.305 71.480 21.787 0.071 0.022 0.610 11.220 156.974

3 '' 5/8 '' 76 16 21.68 17.11 0.305 58.445 17.814 0.058 0.018 0.610 11.220 191.982

3 1/2 '' 3/16'' 89 5 8.36 6.55 0.356 152.672 54.290 0.153 0.054 0.711 9.618 62.995

3 1/2 '' 1/4 '' 89 6 10.90 8.63 0.356 115.875 41.205 0.116 0.041 0.711 9.618 82.999

3 1/2 '' 5/16'' 89 8 13.48 10.71 0.356 93.371 33.203 0.093 0.033 0.711 9.618 103.004

3 1/2 '' 3/8 '' 89 10 16.00 12.65 0.356 79.051 28.111 0.079 0.028 0.711 9.618 121.662

3 1/2 '' 1/2 '' 89 13 20.97 16.52 0.356 60.533 21.525 0.061 0.022 0.711 9.618 158.882

4 '' 1/4 '' 102 6 12.52 9.82 0.406 101.813 41.377 0.102 0.041 0.813 8.415 82.655

4 '' 5/16'' 102 8 15.48 12.20 0.406 81.967 33.311 0.082 0.033 0.813 8.415 102.667

4 '' 3/8 '' 102 10 18.45 14.58 0.406 68.587 27.874 0.069 0.028 0.813 8.415 122.696

4 '' 7/16'' 102 11 21.35 16.82 0.406 59.453 24.162 0.059 0.024 0.813 8.415 141.546

4 '' 1/2 '' 102 13 24.19 19.05 0.406 52.493 21.333 0.052 0.021 0.813 8.415 160.313

4 '' 5/8 '' 102 16 29.74 23.36 0.406 42.808 17.397 0.043 0.017 0.813 8.415 196.583

4 '' 3/4 '' 102 19 35.10 27.53 0.406 36.324 14.762 0.036 0.015 0.813 8.415 231.675

5 '' 3/8 '' 127 10 23.29 18.30 0.508 54.645 27.760 0.055 0.028 1.016 6.732 123.201

5 '' 7/16'' 127 11 26.97 21.28 0.508 46.992 23.872 0.047 0.024 1.016 6.732 143.263

5 '' 1/2 '' 127 13 30.65 24.11 0.508 41.477 21.070 0.041 0.021 1.016 6.732 162.315

5 '' 5/8 '' 127 16 37.81 29.76 0.508 33.602 17.070 0.034 0.017 1.016 6.732 200.353

5 '' 3/4 '' 127 19 44.77 35.12 0.508 28.472 14.464 0.028 0.014 1.016 6.732 236.452

6 '' 3/8 '' 152 10 28.13 22.17 0.610 45.106 27.497 0.045 0.027 1.219 5.610 124.379

6 '' 7/16'' 152 11 32.65 25.60 0.610 39.063 23.812 0.039 0.024 1.219 5.610 143.622

6 '' 1/2 '' 152 13 37.10 29.17 0.610 34.282 20.898 0.034 0.021 1.219 5.610 163.651

6 '' 9/16'' 152 14 41.48 32.59 0.610 30.684 18.705 0.031 0.019 1.219 5.610 182.838

6 '' 5/8 '' 152 16 45.87 36.01 0.610 27.770 16.929 0.028 0.017 1.219 5.610 202.025

6 '' 3/4 '' 152 19 54.45 42.71 0.610 23.414 14.273 0.023 0.014 1.219 5.610 239.613

6 '' 7/8 '' 152 22 62.77 49.26 0.610 20.300 12.375 0.020 0.012 1.219 5.610 276.360

6 '' 1 '' 152 25 70.97 55.66 0.610 17.966 10.952 0.018 0.011 1.219 5.610 312.266

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

t ) d x t

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINA

L

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG

DE LI

AREA SUPERFICIA

L POR KG

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE INSP. POR

PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

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

L IANGULO DE LADOS IGUALES

X X

Y

Y

d

d

t

N2
rfelix: Considerando 2 Juntas por metro lineal
O3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 12: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07

12 de 63 COTEMAR S.A

PESO

d b t d b tc m ² Kg / m l m ² / m l ml/ TON m ² / TON ml/KG m ² / KG

plg plg plg m m m m m m

4 '' 3 '' 1/4 '' 102 76 6 10.90 8.63 0.356 115.875 41.205 0.116 0.041 0.711

4 '' 3 '' 5/16'' 102 76 8 13.48 10.72 0.356 93.284 33.172 0.093 0.033 0.711

4 '' 3 '' 3/8 '' 102 76 10 16.00 12.65 0.356 79.051 28.111 0.079 0.028 0.711

4 '' 3 '' 7/16'' 102 76 11 18.51 14.58 0.356 68.587 24.390 0.069 0.024 0.711

4 '' 3 '' 1/2 '' 102 76 13 20.96 16.52 0.356 60.533 21.525 0.061 0.022 0.711

4 '' 3 '' 5/8 '' 102 76 16 25.67 20.24 0.356 49.407 17.569 0.049 0.018 0.711

4 '' 3 '' 3/4 '' 102 76 19 30.26 23.81 0.356 41.999 14.935 0.042 0.015 0.711

6 '' 4 '' 5/16'' 152 102 8 19.44 15.19 0.508 65.833 33.443 0.066 0.033 1.016

6 '' 4 '' 3/8 '' 152 102 10 23.29 18.31 0.508 54.615 27.744 0.055 0.028 1.016

6 '' 4 '' 7/16'' 152 102 11 26.97 21.28 0.508 46.992 23.872 0.047 0.024 1.016

6 '' 4 '' 1/2 '' 152 102 13 30.65 24.11 0.508 41.477 21.070 0.041 0.021 1.016

6 '' 4 '' 5/8 '' 152 102 16 37.81 29.76 0.508 33.602 17.070 0.034 0.017 1.016

6 '' 4 '' 3/4 '' 152 102 19 44.77 35.12 0.508 28.474 14.465 0.028 0.014 1.016

6 '' 4 '' 7/8 '' 152 102 22 51.48 40.48 0.508 24.704 12.549 0.025 0.013 1.016

6 '' 4 '' 1 '' 152 102 25 58.00 45.84 0.508 21.815 11.082 0.022 0.011 1.016

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

LONGITUD DE LD POR TONELADA

AREA SUPERFICI

AL POR TONELADA

LONGITUD DE 1 KG DE

LD

AREA SUPERFICIAL POR KG

LONG. DE 2 JUNTAS DE SOLDADUR

A

m sold / m l LD

LDANGULO DE LADOS DESIGUALES

d

bY

X X

Y

t

P2
rfelix: Considerando 2 Juntas por metro lineal
Page 13: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07

13 de 63 COTEMAR S.A

JUNTAS/DIA KG/DIA

9.618 82.999

9.618 103.100

9.618 121.662

9.618 140.224

9.618 158.882

9.618 194.659

9.618 228.994

6.732 102.263

6.732 123.268

6.732 143.263

6.732 162.315

6.732 200.353

6.732 236.438

6.732 272.523

6.732 308.608

RENDIMIENTO DE

INSP. POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

Q3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 14: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 14 de 63 COTEMAR S.A.

A L M A P A T I N

d Peso d Peso c m ² ml/ TON ml/KGplg 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 0.273 163.892 44.765 0.164 0.045

3 '' 5.00 76 7.44 6.50 38.05 6.93 9.42 0.278 134.392 37.326 0.134 0.037

3 '' 6.00 76 8.93 9.04 40.54 6.93 11.29 0.283 111.993 31.651 0.112 0.032

4 '' 5.40 102 8.04 4.57 40.13 7.52 10.06 0.340 124.437 42.251 0.124 0.042

4 '' 7.25 102 10.79 8.13 43.69 7.52 13.68 0.347 92.684 32.130 0.093 0.032

5 '' 6.70 127 9.97 4.83 44.45 8.13 12.58 0.406 100.292 40.707 0.100 0.041

5 '' 9.00 127 13.39 8.26 47.88 8.13 16.97 0.413 74.662 30.816 0.075 0.031

6 '' 8.20 152 12.20 5.08 48.77 8.71 15.42 0.472 81.946 38.703 0.082 0.039

6 '' 10.50 152 15.63 7.98 51.66 8.71 19.81 0.478 63.996 30.594 0.064 0.031

6 '' 13.00 152 19.35 11.10 54.79 8.71 24.58 0.484 51.689 25.035 0.052 0.025

6 '' 15.50 152 23.07 14.30 58.00 8.70 29.42 0.491 43.352 21.277 0.043 0.021

7 '' 9.80 178 14.58 5.33 53.09 9.30 18.39 0.539 68.567 36.937 0.069 0.037

7 '' 12.25 178 18.23 7.98 55.73 9.30 23.10 0.544 54.854 29.838 0.055 0.030

7 '' 14.75 178 21.95 10.64 58.39 9.30 27.87 0.549 45.556 25.023 0.046 0.025

8 '' 11.50 203 17.11 5.59 57.40 9.91 21.68 0.605 58.431 35.351 0.058 0.035

8 '' 13.75 203 20.46 7.70 59.51 9.91 25.94 0.609 48.870 29.772 0.049 0.030

8 '' 18.75 203 27.90 12.37 64.19 9.91 35.42 0.619 35.838 22.169 0.036 0.022

8 '' 21.25 203 31.62 14.80 67.00 9.91 40.32 0.625 31.622 19.763 0.032 0.020

9 '' 13.40 229 19.80 5.92 62.00 10.50 25.30 0.672 50.505 33.958 0.051 0.034

9 '' 15.00 229 22.10 7.24 63.00 10.50 28.20 0.674 45.249 30.485 0.045 0.030

9 '' 20.00 229 29.30 11.40 67.00 10.50 37.30 0.681 34.130 23.256 0.034 0.023

10 '' 15.30 254 22.76 6.10 66.04 11.07 28.97 0.738 43.937 32.417 0.044 0.032

10 '' 20.00 254 29.76 9.63 69.57 11.07 37.94 0.745 33.598 25.026 0.034 0.025

10 '' 25.00 254 37.20 13.36 73.30 11.07 47.42 0.752 26.878 20.222 0.027 0.020

10 '' 30.00 254 44.64 17.09 77.04 11.07 56.90 0.760 22.401 17.022 0.022 0.017

12 '' 20.70 305 30.80 7.16 74.73 12.72 39.29 0.869 32.468 28.206 0.032 0.028

12 '' 25.00 305 37.20 9.83 77.39 12.72 47.42 0.874 26.878 23.493 0.027 0.023

15 '' 30.00 381 44.64 12.95 80.52 12.72 56.90 1.033 22.401 23.135 0.022 0.023

15 '' 33.90 381 50.30 10.20 86.00 16.50 64.00 1.053 19.881 20.926 0.020 0.021

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

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

LONGITUD DE CE POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE CE

AREA SUPERFICIAL

POR KG

t a b p t p m ² / m l m ² / TON m ² / KG

CEPERFIL C ESTANDAR

X X

Y

Y

d

bp

tp

ta

Page 15: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 15 de 63 COTEMAR S.A.

15 '' 40.00 381 59.10 13.20 89.00 16.50 75.30 1.059 16.920 17.912 0.017 0.018

15 '' 50.00 381 73.60 18.20 94.00 16.50 93.70 1.069 13.587 14.519 0.014 0.015

Page 16: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 16 de 63 COTEMAR S.A

PERALTE A L M A P A T I N

d Peso d Peso d t a b p t pc m ² ml/ TON ml/KG

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 0.354 117.887 41.742 0.118 0.042

3 '' 7.5 76 11.2 76 8.86 63.73 6.60 14.30 0.363 89.594 32.541 0.090 0.033

4 '' 5.6 100 8.3 100 4.50 50.00 6.80 10.60 0.364 120.192 43.726 0.120 0.044

4 '' 7.7 102 11.5 102 4.90 67.64 7.44 14.60 0.434 87.267 37.891 0.087 0.038

4 '' 9.5 102 14.1 102 8.28 71.02 7.44 18.00 0.441 70.732 31.190 0.071 0.031

5 '' 7.5 127 11.2 120 5.10 58.00 7.70 14.20 0.431 89.594 38.615 0.090 0.039

5 '' 10.0 127 14.9 127 5.44 76.30 8.28 19.00 0.515 67.196 34.619 0.067 0.035

5 '' 14.8 127 22.0 127 12.55 83.41 8.28 28.00 0.529 45.556 24.118 0.046 0.024

6 '' 12.0 160 17.9 160 6.30 74.00 9.50 22.80 0.565 55.996 31.660 0.056 0.032

6 '' 12.5 152 18.6 152 5.89 84.63 9.12 23.70 0.595 53.757 31.988 0.054 0.032

6 '' 17.3 152 25.7 152 11.81 90.55 9.12 32.70 0.607 38.954 23.641 0.039 0.024

7 '' 15.3 178 22.8 178 6.40 93.01 9.96 29.00 0.675 43.919 29.645 0.044 0.030

7 '' 20.0 178 29.8 178 11.43 98.04 9.96 37.90 0.685 33.598 23.017 0.034 0.023

8 '' 17.7 200 26.3 200 7.50 90.00 11.30 33.50 0.700 37.964 26.567 0.038 0.027

8 '' 18.4 203 27.4 203 6.88 101.63 10.82 34.90 0.756 36.519 27.604 0.037 0.028

8 '' 23.0 203 34.2 203 11.20 105.94 10.82 43.70 0.764 29.216 22.335 0.029 0.022

9 '' 21.8 229 32.4 229 7.40 110.00 11.60 40.70 0.836 30.826 25.771 0.031 0.026

10 '' 25.4 254 37.8 254 7.90 118.39 12.47 48.10 0.916 26.455 24.230 0.026 0.024

10 '' 35.0 254 52.1 254 15.09 125.58 12.47 66.50 0.930 19.199 17.860 0.019 0.018

12 '' 31.8 305 47.3 305 8.89 127.00 13.82 60.30 1.045 21.131 22.072 0.021 0.022

12 '' 35.0 305 52.1 305 10.87 128.98 13.82 66.50 1.049 19.199 20.130 0.019 0.020

12 '' 40.8 305 60.7 305 11.73 133.40 16.74 77.40 1.053 16.470 17.339 0.016 0.017

12 '' 50.0 305 74.4 305 17.45 139.11 16.74 94.80 1.064 13.439 14.302 0.013 0.014

15 '' 42.9 381 63.8 381 10.44 139.73 15.80 81.30 1.237 15.663 19.373 0.016 0.019

15 '' 50.0 381 74.4 381 13.97 143.26 15.80 94.80 1.244 13.439 16.717 0.013 0.017

18 '' 54.7 457 81.4 457 11.71 152.43 17.55 104.00 1.431 12.284 17.573 0.012 0.018

18 '' 70.0 457 104.2 457 18.06 158.78 17.55 133.00 1.443 9.597 13.850 0.010 0.014

20 '' 66.0 508 98.2 508 12.83 158.88 20.19 125.00 1.545 10.181 15.731 0.010 0.016

20 '' 75.0 508 112.0 508 16.13 162.18 20.19 142.00 1.552 8.929 13.854 0.009 0.014

20 '' 86.0 508 128.0 514 16.76 179.32 23.37 163.00 1.618 7.813 12.644 0.008 0.013

20 '' 96.0 508 143.0 514 20.32 182.88 23.37 182.00 1.625 6.993 11.366 0.007 0.011

24 '' 80.0 610 119.1 607 12.70 177.80 22.10 152.00 1.811 8.399 15.215 0.008 0.015

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

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

LONGITUD DE IE POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IE

AREA SUPERFICIAL

POR KG

m ² / m l m ² / TON m ² / KG

IEPERFIL I ESTANDAR

X X

Y

Y

d

bp

ta

tp

tp

Page 17: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 17 de 63 COTEMAR S.A

24 '' 90.0 610 134.0 607 15.88 180.98 22.10 171.00 1.818 7.463 13.565 0.007 0.014

24 '' 100.0 610 149.0 607 18.92 184.02 22.10 189.00 1.824 6.711 12.241 0.007 0.012

24 '' 106.0 610 158.0 622 15.75 200.00 27.69 201.00 1.902 6.329 12.036 0.006 0.012

24 '' 121.0 610 180.0 622 20.32 204.47 27.69 230.00 1.910 5.556 10.614 0.006 0.011

Page 18: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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

18 de 63 Cotemar

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m l ml/ TON ml/KGplg 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 0.575 51.546 29.619 0.0515 0.02965 '' 16 127 23.7 127 6.1 127.00 9.10 32.30 0.713 42.194 30.101 0.0422 0.0301

19 0 28.1 131 6.9 128.00 10.90 35.70 0.717 35.587 25.502 0.0356 0.02556 '' 9 152 13.6 150 4.3 100.00 5.50 17.30 0.669 73.529 49.221 0.0735 0.04926 '' 12 152 18.0 153 5.8 102.00 7.10 22.90 0.674 55.556 37.444 0.0556 0.03746 '' 16 152 24.0 160 6.6 102.00 10.30 30.60 0.674 41.667 28.067 0.0417 0.02816 '' 15 152 22.4 152 5.8 152.00 6.60 28.60 0.874 44.643 39.018 0.0446 0.03906 '' 20 152 29.7 157 6.6 153.00 9.30 37.90 0.876 33.670 29.481 0.0337 0.02956 '' 25 152 37.2 162 8.1 154.00 11.60 47.40 0.877 26.878 23.583 0.0269 0.02368 '' 10 203 15.0 200 4.3 100.00 5.20 19.10 0.771 66.667 51.373 0.0667 0.05148 '' 13 203 19.4 203 5.8 102.00 6.50 24.80 0.777 51.546 40.041 0.0515 0.04008 '' 15 203 22.5 206 6.2 102.00 8.00 28.60 0.776 44.444 34.471 0.0444 0.03458 '' 18 203 26.6 207 5.8 133.00 8.40 33.90 0.901 37.594 33.865 0.0376 0.03398 '' 21 203 31.2 210 6.4 134.00 10.20 39.70 0.902 32.051 28.923 0.0321 0.02898 '' 24 203 35.9 201 6.2 165.00 10.20 45.70 1.009 27.855 28.100 0.0279 0.02818 '' 28 203 41.8 205 7.2 166.00 11.80 53.20 1.012 23.923 24.220 0.0239 0.02428 '' 31 203 46.2 203 7.2 203.00 11.00 58.90 1.160 21.645 25.108 0.0216 0.02518 '' 35 203 52.2 206 7.9 204.00 12.60 66.50 1.162 19.157 22.257 0.0192 0.02238 '' 40 203 59.3 210 9.1 205.00 14.20 75.50 1.165 16.863 19.646 0.0169 0.01968 '' 48 203 71.4 216 10.2 206.00 17.40 91.00 1.166 13.999 16.323 0.0140 0.01638 '' 58 203 86.6 22 13.0 209.00 20.60 110.30 0.772 11.547 8.910 0.0115 0.00898 '' 67 203 99.8 229 14.5 210.00 23.70 127.10 1.174 10.020 11.766 0.0100 0.0118

10 '' 12 254 17.9 251 4.8 101.00 5.30 22.80 0.875 55.996 49.008 0.0560 0.049010 '' 15 254 22.3 254 5.8 102.00 6.90 28.50 0.877 44.797 39.278 0.0448 0.039310 '' 17 254 25.3 257 6.1 102.00 8.40 32.20 0.876 39.527 34.633 0.0395 0.034610 '' 19 254 28.5 260 6.4 102.00 10.00 36.30 0.875 35.088 30.709 0.0351 0.030710 '' 22 254 32.9 258 6.1 146.00 9.10 41.90 1.051 30.395 31.957 0.0304 0.032010 '' 26 254 38.5 262 6.6 147.00 11.20 49.10 1.054 25.974 27.377 0.0260 0.027410 '' 30 254 44.8 266 7.6 148.00 13.00 57.00 1.057 22.321 23.589 0.0223 0.023610 '' 33 254 49.2 247 7.4 202.00 11.00 62.60 1.243 20.325 25.268 0.0203 0.0253

10 '' 39 254 58.2 252 8.0 203.00 13.50 74.20 1.246 17.182 21.409 0.0172 0.0214

10 '' 45 254 67.4 257 8.9 202.00 11.00 85.80 1.260 14.837 18.697 0.0148 0.0187

10 '' 49 254 72.9 253 8.6 254.00 14.20 92.90 1.448 13.713 19.857 0.0137 0.0199

10 '' 54 254 80.0 256 9.4 255.00 15.60 101.90 1.451 12.500 18.135 0.0125 0.0181

10 '' 60 254 89.1 260 10.7 256.00 17.30 113.60 1.453 11.223 16.312 0.0112 0.0163

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

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IR

AREA SUPERFICIAL

POR KG

t a b p t p m ² / TON m ² / KG

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

Page 19: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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

19 de 63 Cotemar

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m l ml/ TON ml/KGplg 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

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IR

AREA SUPERFICIAL

POR KG

t a b p t p m ² / TON m ² / KG

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

10 '' 68 254 101.3 264 11.9 257.00 19.60 129.00 1.454 9.872 14.351 0.0099 0.0144

10 '' 77 254 114.5 269 13.5 259.00 22.10 145.80 1.459 8.734 12.739 0.0087 0.0127

10 '' 88 254 131.2 275 15.4 261.00 25.10 167.10 1.463 7.622 11.149 0.0076 0.0111

10 '' 100 254 148.9 282 17.3 263.00 28.40 189.70 1.468 6.716 9.858 0.0067 0.0099

10 '' 112 254 166.6 289 19.2 265.00 31.80 212.30 1.472 6.002 8.838 0.0060 0.0088

12 '' 14 305 21.1 303 5.0 101.00 5.70 26.80 0.977 47.393 46.313 0.0474 0.0463

12 '' 16 305 23.9 305 5.6 101.00 6.70 30.40 0.976 41.841 40.837 0.0418 0.0408

12 '' 19 305 28.2 309 6.0 102.00 8.90 35.90 0.978 35.461 34.695 0.0355 0.0347

12 '' 22 305 32.8 313 6.6 102.00 10.80 41.80 0.978 30.488 29.805 0.0305 0.0298

12 '' 26 305 38.7 310 5.8 165.00 9.70 49.40 1.230 25.840 31.773 0.0258 0.0318

12 '' 30 305 44.5 313 6.6 166.00 11.20 56.70 1.232 22.472 27.685 0.0225 0.0277

12 '' 35 305 52.2 318 7.6 167.00 13.20 66.50 1.236 19.157 23.678 0.0192 0.0237

12 '' 40 305 59.8 303 7.5 203.00 13.10 76.10 1.351 16.722 22.585 0.0167 0.0226

12 '' 45 305 66.9 306 8.5 204.00 14.60 85.20 1.353 14.948 20.218 0.0149 0.0202

12 '' 50 305 74.4 310 9.4 205.00 16.30 94.80 1.356 13.439 18.223 0.0134 0.0182

12 '' 53 305 79.0 306 8.8 254.00 14.60 100.70 1.552 12.658 19.646 0.0127 0.0196

12 '' 58 305 86.1 310 9.1 254.00 16.30 109.70 1.553 11.614 18.033 0.0116 0.0180

12 '' 65 305 96.7 308 9.9 305.00 15.40 123.20 1.755 10.341 18.145 0.0103 0.0181

12 '' 72 305 106.9 311 10.9 306.00 17.00 136.10 1.756 9.355 16.428 0.0094 0.0164

12 '' 79 305 117.5 314 11.9 307.00 18.70 149.70 1.757 8.511 14.957 0.0085 0.0150

12 '' 87 305 129.7 318 13.1 308.00 20.60 165.20 1.759 7.710 13.565 0.0077 0.0136

12 '' 96 305 142.8 323 14.0 309.00 22.90 181.90 1.762 7.003 12.342 0.0070 0.0123

12 '' 106 305 158.0 327 15.5 310.00 25.10 201.30 1.763 6.329 11.156 0.0063 0.0112

12 '' 120 305 178.0 333 18.0 312.00 28.10 227.80 1.766 5.618 9.919 0.0056 0.0099

12 '' 136 305 202.1 341 20.1 315.00 31.80 257.40 1.775 4.948 8.781 0.0049 0.0088

12 '' 152 305 226.4 348 22.1 317.00 35.60 288.40 1.777 4.417 7.851 0.0044 0.0079

12 '' 170 305 253.2 356 24.4 319.00 39.60 322.60 1.781 3.949 7.033 0.0039 0.0070

12 '' 190 305 282.6 365 26.9 322.00 44.10 360.00 1.788 3.539 6.326 0.0035 0.0063

12 '' 210 305 313.0 374 30.0 325.00 48.30 398.70 1.795 3.195 5.734 0.0032 0.0057

12 '' 230 305 342.9 382 32.6 328.00 52.60 436.80 1.800 2.916 5.251 0.0029 0.0053

12 '' 252 305 375.3 391 35.4 330.00 57.20 478.10 1.802 2.665 4.803 0.0027 0.0048

12 '' 279 305 414.3 403 38.9 334.00 62.70 528.40 1.813 2.414 4.377 0.0024 0.0044

12 '' 305 305 453.8 415 41.3 336.00 68.70 578.10 1.817 2.204 4.003 0.0022 0.0040

Page 20: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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

20 de 63 Cotemar

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m l ml/ TON ml/KGplg 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

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IR

AREA SUPERFICIAL

POR KG

t a b p t p m ² / TON m ² / KG

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

12 '' 336 305 500.4 427 45.1 340.00 75.10 637.40 1.823 1.998 3.644 0.0020 0.0036

14 '' 22 356 32.9 349 5.5 127.00 8.50 41.90 1.161 30.395 35.289 0.0304 0.0353

14 '' 26 356 38.9 353 6.4 128.00 10.70 49.60 1.162 25.707 29.882 0.0257 0.0299

14 '' 30 356 44.8 352 6.9 171.00 9.80 57.10 1.335 22.321 29.799 0.0223 0.0298

14 '' 34 356 50.6 355 7.2 171.00 11.60 64.50 1.333 19.763 26.349 0.0198 0.0263

14 '' 38 356 56.7 358 7.9 172.00 13.10 72.30 1.336 17.637 23.559 0.0176 0.0236

14 '' 43 356 63.8 347 7.8 203.00 13.50 81.30 1.436 15.674 22.514 0.0157 0.0225

14 '' 48 356 71.4 350 8.6 204.00 15.10 91.00 1.438 14.006 20.146 0.0140 0.0201

14 '' 53 356 79.0 354 9.4 205.00 16.80 100.70 1.442 12.658 18.253 0.0127 0.0183

14 '' 61 356 90.7 353 9.5 254.00 16.40 115.50 1.637 11.025 18.053 0.0110 0.0181

14 '' 68 356 101.3 357 10.5 255.00 18.30 129.00 1.640 9.872 16.188 0.0099 0.0162

14 '' 74 356 110.4 3960 11.4 256.00 19.90 140.70 8.842 9.058 80.087 0.0091 0.0801

14 '' 82 356 122.1 363 13.0 257.00 21.70 155.50 1.641 8.190 13.441 0.0082 0.0134

14 '' 90 356 134.2 356 11.2 369.00 18.00 171.00 2.094 7.452 15.601 0.0075 0.0156

14 '' 99 356 147.4 360 12.3 370.00 19.80 187.80 2.096 6.784 14.221 0.0068 0.0142

14 '' 109 356 162.1 364 13.3 371.00 21.80 206.50 2.098 6.169 12.944 0.0062 0.0129

14 '' 120 356 178.8 368 15.0 373.00 23.90 227.80 2.102 5.593 11.758 0.0056 0.0118

14 '' 132 356 196.5 372 16.4 374.00 26.20 250.30 2.102 5.089 10.699 0.0051 0.0107

14 '' 145 356 216.3 375 17.3 394.00 27.70 275.50 2.181 4.623 10.081 0.0046 0.0101

14 '' 159 356 236.5 380 18.9 395.00 30.20 301.30 2.181 4.228 9.224 0.0042 0.0092

14 '' 176 356 262.3 387 21.1 398.00 33.30 334.20 2.191 3.812 8.352 0.0038 0.0084

14 '' 193 356 287.7 393 22.6 399.00 36.60 366.50 2.190 3.476 7.613 0.0035 0.0076

14 '' 211 356 314.0 399 24.9 401.00 39.60 400.00 2.194 3.185 6.987 0.0032 0.0070

14 '' 233 356 346.9 407 27.2 404.00 43.70 442.00 2.201 2.883 6.344 0.0029 0.0063

14 '' 257 356 382.9 416 29.8 406.00 48.00 487.80 2.204 2.612 5.757 0.0026 0.0058

14 '' 283 356 421.9 425 32.8 409.00 52.60 537.50 2.210 2.370 5.238 0.0024 0.0052

14 '' 311 356 462.9 435 35.8 412.00 57.40 589.70 2.217 2.160 4.789 0.0022 0.0048

14 '' 342 356 511.5 446 39.1 416.00 62.70 651.70 2.227 1.955 4.354 0.0020 0.0044

14 '' 370 356 552.0 455 42.0 418.00 67.60 703.30 2.228 1.812 4.036 0.0018 0.0040

14 '' 398 356 592.5 465 45.0 421.00 72.30 754.90 2.235 1.688 3.772 0.0017 0.0038

14 '' 426 356 633.1 474 47.6 424.00 77.10 806.50 2.240 1.580 3.539 0.0016 0.0035

14 '' 455 356 678.6 483 51.2 428.00 81.50 864.60 2.250 1.474 3.315 0.0015 0.0033

14 '' 400 356 744.5 498 55.6 432.00 88.90 948.40 2.257 1.343 3.032 0.0013 0.0030

Page 21: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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

21 de 63 Cotemar

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m l ml/ TON ml/KGplg 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

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IR

AREA SUPERFICIAL

POR KG

t a b p t p m ² / TON m ² / KG

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

14 '' 550 356 820.4 514 60.5 437.00 97.00 1045.20 2.267 1.219 2.763 0.0012 0.0028

14 '' 605 356 901.5 531 65.9 442.00 106.00 1148.50 2.274 1.109 2.523 0.0011 0.0025

14 '' 665 356 992.6 550 71.9 448.00 115.00 1264.60 2.288 1.007 2.305 0.0010 0.0023

14 '' 730 356 1088.6 569 78.0 454.00 125.00 1387.20 2.298 0.919 2.111 0.0009 0.0021

16 '' 26 406 38.9 399 6.4 140.00 8.80 49.60 1.310 25.707 33.676 0.0257 0.0337

16 '' 31 406 46.2 403 7.0 140.00 11.20 58.80 1.307 21.645 28.294 0.0216 0.0283

16 '' 36 406 53.7 403 7.5 177.00 10.90 68.40 1.455 18.622 27.102 0.0186 0.0271

16 '' 40 406 59.8 407 7.8 178.00 12.80 76.10 1.459 16.722 24.401 0.0167 0.0244

16 '' 45 406 67.4 410 8.8 179.00 14.40 85.80 1.461 14.837 21.674 0.0148 0.0217

16 '' 50 406 74.4 413 9.7 180.00 16.00 94.80 1.463 13.441 19.659 0.0134 0.0197

16 '' 57 406 85.1 417 10.9 181.00 18.20 108.40 1.463 11.751 17.196 0.0118 0.0172

16 '' 67 406 99.8 413 10.0 260.00 16.90 127.10 1.778 10.020 17.820 0.0100 0.0178

16 '' 77 406 114.5 420 11.6 261.00 19.30 145.80 1.784 8.734 15.577 0.0087 0.0156

16 '' 89 406 132.7 425 13.2 263.00 22.20 169.00 1.787 7.536 13.465 0.0075 0.0135

16 '' 100 406 148.9 431 14.9 265.00 25.00 189.70 1.792 6.716 12.036 0.0067 0.0120

18 '' 35 457 52.2 450 7.6 152.00 10.80 66.50 1.450 19.157 27.770 0.0192 0.0278

18 '' 40 457 59.8 455 8.0 153.00 13.30 76.10 1.453 16.722 24.294 0.0167 0.0243

18 '' 46 457 68.4 459 9.1 154.00 15.40 87.10 1.454 14.620 21.260 0.0146 0.0213

18 '' 50 457 74.5 457 9.0 190.00 14.50 94.80 1.598 13.423 21.450 0.0134 0.0214

18 '' 55 457 82.0 460 9.9 191.00 16.00 104.50 1.600 12.195 19.515 0.0122 0.0195

18 '' 60 457 89.1 463 10.5 192.00 17.70 113.60 1.602 11.223 17.982 0.0112 0.0180

18 '' 65 457 96.7 446 11.4 193.00 19.10 123.20 1.565 10.341 16.182 0.0103 0.0162

18 '' 71 457 105.3 469 12.6 194.00 20.60 134.20 1.606 9.497 15.255 0.0095 0.0153

18 '' 76 457 112.9 463 10.8 280.00 17.30 143.90 1.955 8.857 17.318 0.0089 0.0173

18 '' 86 457 128.1 467 12.2 282.00 19.60 163.20 1.959 7.806 15.294 0.0078 0.0153

18 '' 97 457 144.3 472 13.6 283.00 22.10 183.90 1.960 6.930 13.586 0.0069 0.0136

18 '' 106 457 157.5 476 15.0 284.00 23.90 200.70 1.962 6.349 12.460 0.0063 0.0125

18 '' 119 457 177.8 482 1.6 286.00 26.90 226.50 1.997 5.624 11.233 0.0056 0.0112

21 '' 44 533 65.8 525 8.9 165.00 11.40 83.90 1.647 15.198 25.024 0.0152 0.0250

21 '' 50 533 74.4 529 9.7 166.00 13.60 94.80 1.648 13.441 22.153 0.0134 0.0222

21 '' 57 533 84.6 535 10.3 166.00 16.50 107.70 1.647 11.820 19.473 0.0118 0.0195

21 '' 62 533 92.7 533 10.2 209.00 15.60 118.10 1.819 10.787 19.625 0.0108 0.0196

21 '' 68 533 101.3 537 10.9 210.00 17.40 129.00 1.823 9.872 17.992 0.0099 0.0180

Page 22: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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

22 de 63 Cotemar

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m l ml/ TON ml/KGplg 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

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IR

AREA SUPERFICIAL

POR KG

t a b p t p m ² / TON m ² / KG

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

21 '' 73 533 108.9 539 11.6 211.00 18.80 138.70 1.824 9.183 16.746 0.0092 0.0167

21 '' 83 533 123.1 544 13.1 212.00 21.20 156.80 1.825 8.123 14.825 0.0081 0.0148

21 '' 93 533 138.3 549 14.7 214.00 23.60 176.10 1.830 7.231 13.234 0.0072 0.0132

21 '' 101 533 150.9 543 12.7 312.00 20.30 192.30 2.227 6.627 14.761 0.0066 0.0148

21 '' 111 533 165.6 546 14.0 313.00 22.20 211.00 2.227 6.039 13.449 0.0060 0.0134

21 '' 122 533 181.8 551 15.2 315.00 24.40 231.60 2.234 5.501 12.288 0.0055 0.0123

21 '' 132 533 196.5 554 16.5 316.00 26.30 250.30 2.234 5.089 11.368 0.0051 0.0114

21 '' 147 533 218.8 560 18.3 318.00 29.20 278.70 2.239 4.570 10.231 0.0046 0.0102

24 '' 55 610 82.0 599 10.0 178.00 12.80 104.50 1.839 12.195 22.424 0.0122 0.0224

24 '' 62 610 92.2 603 10.9 179.00 15.00 117.40 1.840 10.846 19.959 0.0108 0.0200

24 '' 68 610 101.6 603 10.5 228.00 14.90 129.70 2.037 9.843 20.053 0.0098 0.0201

24 '' 76 610 113.4 608 11.2 228.00 17.30 144.50 2.036 8.818 17.958 0.0088 0.0180

24 '' 84 610 125.1 612 11.9 229.00 19.60 159.40 2.038 7.994 16.289 0.0080 0.0163

24 '' 94 610 140.3 617 13.1 230.00 22.20 178.70 2.039 7.128 14.533 0.0071 0.0145

24 '' 104 610 155.0 611 12.7 324.00 19.10 197.40 2.416 6.452 15.588 0.0065 0.0156

24 '' 117 610 174.2 616 14.0 325.00 21.60 221.90 2.418 5.741 13.878 0.0057 0.0139

24 '' 131 610 195.0 622 15.4 327.00 24.40 248.40 2.424 5.128 12.429 0.0051 0.0124

24 '' 146 610 217.8 628 16.5 328.00 27.70 277.40 2.424 4.591 11.130 0.0046 0.0111

24 '' 162 610 241.6 635 17.9 329.00 31.10 307.80 2.426 4.139 10.041 0.0041 0.0100

27 '' 84 686 125.6 678 117.7 253.00 16.30 160.00 2.067 7.962 16.460 0.0080 0.0165

27 '' 94 686 140.3 684 12.4 254.00 18.90 178.70 2.284 7.128 16.277 0.0071 0.0163

27 '' 102 686 151.9 688 13.1 254.00 21.10 193.60 2.281 6.583 15.019 0.0066 0.0150

27 '' 114 686 169.7 693 14.5 256.00 23.60 216.10 2.287 5.893 13.474 0.0059 0.0135

27 '' 146 686 217.3 695 15.4 355.00 24.80 276.80 2.680 4.602 12.333 0.0046 0.0123

27 '' 161 686 240.1 701 16.8 356.00 27.40 305.80 2.683 4.165 11.174 0.0042 0.0112

27 '' 178 686 264.9 706 18.4 358.00 30.20 337.40 2.686 3.775 10.141 0.0038 #REF!

30 '' 99 762 147.4 753 13.2 265.00 17.00 187.80 2.472 6.784 16.768 0.0068 0.0168

30 '' 108 762 160.5 758 13.8 266.00 19.30 204.50 2.475 6.231 15.422 0.0062 0.0154

30 '' 116 762 173.2 762 14.5 267.00 21.60 220.70 2.477 5.774 14.299 0.0058 0.0143

30 '' 124 762 184.9 766 14.9 267.00 21.60 235.50 2.484 5.408 13.433 0.0054 0.0134

30 '' 132 762 197.0 770 15.6 268.00 25.40 251.00 2.479 5.076 12.585 0.0051 0.0126

30 '' 173 762 257.3 773 16.6 381.00 27.10 327.80 2.928 3.887 11.381 0.0039 0.0114

30 '' 191 762 284.1 779 18.0 382.00 30.10 362.00 2.930 3.520 10.312 0.0035 0.0103

Page 23: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

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

23 de 63 Cotemar

PERALTE A L M A P A T I N

d Peso d Peso d c m ² m ² / m l ml/ TON ml/KGplg 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

LONGITUD DE LI POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE IR

AREA SUPERFICIAL

POR KG

t a b p t p m ² / TON m ² / KG

IRPERFIL I RECTANGULAR

X X

Y

Ybp

ta

tp

d

tp

30 '' 211 762 314.0 786 19.7 384.00 33.40 400.00 2.935 3.185 9.347 0.0032 0.0093

33 '' 118 838 175.7 835 14.0 292.00 18.80 223.90 2.735 5.692 15.565 0.0057 0.0156

33 '' 130 838 194.0 840 14.7 292.00 21.70 247.10 2.732 5.155 14.081 0.0052 0.0141

33 '' 141 838 210.7 846 15.4 293.00 24.40 268.40 2.736 4.746 12.983 0.0047 0.0130

33 '' 152 838 226.4 851 16.1 294.00 26.80 288.40 2.739 4.417 12.096 0.0044 0.0121

33 '' 301 838 299.3 855 18.2 400.00 29.20 381.30 3.157 3.341 10.547 0.0033 0.0105

33 '' 221 838 329.2 862 19.7 401.00 32.40 419.40 3.159 3.038 9.596 0.0030 0.0096

33 '' 241 838 359.1 868 21.1 403.00 35.60 457.40 3.163 2.785 8.809 0.0028 0.0088

36 '' 135 914 201.1 903 15.2 304.00 20.10 256.10 2.911 4.973 14.476 0.0050 0.0145

36 '' 150 914 223.9 911 15.9 304.00 23.90 285.20 2.911 4.466 13.000 0.0045 0.0130

36 '' 160 914 238.0 915 16.5 305.00 25.90 303.20 2.913 4.202 12.241 0.0042 0.0122

36 '' 170 914 253.2 919 17.3 306.00 27.90 322.60 2.916 3.949 11.516 0.0039 0.0115

36 '' 182 914 271.5 923 18.4 307.00 30.00 345.80 2.917 3.683 10.745 0.0037 0.0107

36 '' 194 914 288.7 927 19.4 308.00 32.00 367.80 2.919 3.464 10.112 0.0035 0.0101

36 '' 210 914 313.0 932 21.1 309.00 34.50 398.70 2.920 3.195 9.328 0.0032 0.0093

36 '' 230 914 342.4 912 19.3 418.00 32.00 436.20 3.329 2.921 9.724 0.0029 0.0097

36 '' 245 914 365.2 916 20.0 419.00 34.30 465.20 3.331 2.738 9.120 0.0027 0.0091

36 '' 260 914 387.4 921 21.3 420.00 36.60 493.60 3.333 2.581 8.604 0.0026 0.0086

36 '' 280 914 417.3 928 22.5 422.00 39.90 531.60 3.339 2.396 8.002 0.0024 0.0080

36 '' 300 914 447.2 933 24.0 423.00 42.70 569.70 3.339 2.236 7.467 0.0022 0.0075

Page 24: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 24 de 63 Cotemar

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

48'' x 0.375'' 1219 x 10

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

Page 25: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 25 de 63 Cotemar

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

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

18'' x 0.625'' 457 x 16 1454 303.4 238.7 4.737

Page 26: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 26 de 63 Cotemar

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

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

20'' x 1.250'' 508 x 32 1587 491.6 386.4 5.207

60'' x 0.438'' 1524 x 11

Page 27: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 27 de 63 Cotemar

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

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

22'' x 2.500'' 559 x 64 1803 922.6 725.8 5.842

66'' x 0.500'' 1676 x 13

Page 28: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 28 de 63 Cotemar

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

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

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

Page 29: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 29 de 63 Cotemar

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

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

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

Page 30: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez 30 de 63 Cotemar

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

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

Page 31: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 31 de 63 COTEMAR S.S

PESO

D Dc m ² Kg / m l m ² / m l ml/ TON ml/KG m sold / m l OS JUNTAS/DIA KG/DIA

plg m m

1/4 '' 6.3 0.317 0.249 0.020 4021.127 79.586 4.021 0.080 0.040 172.797 42.972 5/16'' 7.9 0.495 0.388 0.025 2576.023 64.237 2.576 0.064 0.050 137.149 53.241 3/8 '' 9.5 0.713 0.559 0.030 1788.905 53.531 1.789 0.054 0.060 114.291 63.889 7/16'' 11.1 0.970 0.760 0.035 1315.789 45.935 1.316 0.046 0.070 97.964 74.452 1/2 '' 12.7 1.267 0.994 0.040 1006.259 40.148 1.006 0.040 0.080 85.718 85.185 9/16'' 14.3 1.603 1.257 0.045 795.545 35.708 0.796 0.036 0.090 76.194 95.776 5/8 '' 15.9 1.979 1.552 0.050 644.330 32.135 0.644 0.032 0.100 68.574 106.428 11/16'' 17.5 2.395 1.878 0.055 532.481 29.212 0.532 0.029 0.110 62.340 117.075 3/4 '' 19.0 2.850 2.235 0.060 447.427 26.777 0.447 0.027 0.120 57.145 127.720 13/16'' 20.6 3.345 2.622 0.065 381.388 24.727 0.381 0.025 0.130 52.750 138.309 7/8 '' 22.2 3.879 3.045 0.070 328.407 22.930 0.328 0.023 0.140 48.982 149.149 15/16'' 23.8 4.453 3.491 0.075 286.451 21.429 0.286 0.021 0.150 45.716 159.5961 '' 25.4 5.067 3.973 0.080 251.699 20.085 0.252 0.020 0.160 42.859 170.279

1 1/16'' 27.0 5.720 4.484 0.085 223.015 18.908 0.223 0.019 0.170 40.338 180.8751 1/8 '' 28.6 6.413 5.022 0.090 199.124 17.876 0.199 0.018 0.180 38.097 191.3231 3/16'' 30.2 7.145 5.605 0.095 178.412 16.906 0.178 0.017 0.190 36.092 202.2951 1/4 '' 31.8 7.917 6.208 0.100 161.082 16.067 0.161 0.016 0.199 34.287 212.8551 5/16'' 33.3 8.729 6.845 0.105 146.092 15.301 0.146 0.015 0.209 32.655 223.5201 3/8 '' 34.9 9.580 7.514 0.110 133.085 14.602 0.133 0.015 0.219 31.170 234.2131 7/16'' 36.5 10.471 8.212 0.115 121.773 13.968 0.122 0.014 0.229 29.815 244.8411 1/2 '' 38.1 11.401 9.000 0.120 111.111 13.299 0.111 0.013 0.239 28.573 257.1541 5/8 '' 41.3 13.380 10.490 0.130 95.329 12.361 0.095 0.012 0.259 26.375 276.6721 3/4 '' 44.4 15.518 12.170 0.140 82.169 11.474 0.082 0.011 0.279 24.491 298.0541 7/8 '' 47.7 17.813 13.970 0.150 71.582 10.727 0.072 0.011 0.300 22.822 318.8262 '' 50.8 20.268 15.890 0.160 62.933 10.044 0.063 0.010 0.319 21.430 340.5152 1/4 '' 57.2 25.652 20.110 0.180 49.727 8.928 0.050 0.009 0.359 19.048 383.0652 3/8 '' 60.3 28.580 22.410 0.190 44.623 8.457 0.045 0.008 0.379 18.046 404.4092 1/2 '' 63.5 31.668 24.830 0.199 40.274 8.034 0.040 0.008 0.399 17.144 425.6762 5/8 '' 66.7 34.913 27.380 0.209 36.523 7.650 0.037 0.008 0.419 16.327 447.0402 3/4 '' 69.9 38.320 30.040 0.219 33.289 7.305 0.033 0.007 0.439 15.585 468.1772 7/8 '' 73.0 41.881 32.840 0.229 30.451 6.986 0.030 0.007 0.459 14.907 489.5623 '' 76.2 45.605 35.750 0.239 27.972 6.696 0.028 0.007 0.479 14.286 510.7373 1/4 '' 82.5 53.518 41.970 0.259 23.827 6.175 0.024 0.006 0.518 13.195 553.8113 1/2 '' 88.9 62.069 48.680 0.279 20.542 5.737 0.021 0.006 0.559 12.245 596.1083 3/4 '' 92.5 71.253 55.880 0.291 17.895 5.200 0.018 0.005 0.581 11.769 657.6444 '' 101.6 81.073 63.580 0.319 15.728 5.020 0.016 0.005 0.638 10.715 681.245

D E S I G N A C I O N

Diámetro D

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

LONGITUD DE OS POR TONELADA

AREA SUPERFICI

AL POR TONELADA

LONGITUD DE 1 KG DE

OS

AREA SUPERFICIAL POR

KG

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE INSP.

POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

m ² / TON m ² / KG

OSREDONDO SOLIDO LISO

X X

Y

Y

D

M2
rfelix: Considerando 2 Juntas por metro lineal
N3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 32: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 32 de 63 COTEMAR S.A

PESO

d t d tc m ² Kg / m l m ² / m l ml/ TON ml/KG JUNTAS/DIA

plg plg m m m m

1 '' 0.095 25 2.4 2.07 1.62 0.102 615.796 62.565 0.616 0.0626 0.2032 33.6614

1 '' 0.133 25 3.4 2.68 2.10 0.102 475.633 48.324 0.476 0.0483 0.2032 33.6614

1 1/2 '' 0.110 38 2.8 3.74 2.95 0.152 338.983 51.661 0.339 0.0517 0.3048 22.4409

1 1/2 '' 0.125 38 3.2 4.17 3.29 0.152 303.951 46.322 0.304 0.0463 0.3048 22.4409

2 '' 0.110 51 2.8 5.11 4.00 0.203 250.000 50.800 0.250 0.0508 0.4064 16.8307

2 '' 0.125 51 3.2 5.79 4.54 0.203 220.155 44.735 0.220 0.0447 0.4064 16.8307

2 '' 0.156 51 4.0 6.97 5.45 0.203 183.486 37.284 0.183 0.0373 0.4064 16.8307

2 '' 0.188 51 4.8 8.19 6.43 0.203 155.641 31.626 0.156 0.0316 0.4064 16.8307

2 '' 0.250 51 6.4 10.26 8.05 0.203 124.239 25.245 0.124 0.0252 0.4064 16.8307

2 1/2 '' 0.125 64 3.2 7.40 5.84 0.254 171.233 43.493 0.171 0.0435 0.5080 13.4646

2 1/2 '' 0.141 64 3.6 8.26 6.47 0.254 154.560 39.258 0.155 0.0393 0.5080 13.4646

2 1/2 '' 0.188 64 4.8 10.58 8.32 0.254 120.192 30.529 0.120 0.0305 0.5080 13.4646

2 1/2 '' 0.250 64 6.4 13.48 10.58 0.254 94.562 24.019 0.095 0.0240 0.5080 13.4646

3 '' 0.125 76 3.2 9.01 7.12 0.305 140.449 42.809 0.140 0.0428 0.6096 11.2205

3 '' 0.188 76 4.8 13.00 10.20 0.305 98.054 29.887 0.098 0.0299 0.6096 11.2205

3 '' 0.250 76 6.4 16.71 13.11 0.305 76.283 23.251 0.076 0.0233 0.6096 11.2205

3 '' 0.313 76 7.9 20.10 15.74 0.305 63.532 19.365 0.064 0.0194 0.6096 11.2205

3 1/2 '' 0.125 89 3.2 10.62 8.33 0.356 120.028 42.682 0.120 0.0427 0.7112 9.6175

3 1/2 '' 0.156 89 4.0 13.00 10.20 0.356 98.054 34.868 0.098 0.0349 0.7112 9.6175

3 1/2 '' 0.188 89 4.8 15.40 12.10 0.356 82.645 29.388 0.083 0.0294 0.7112 9.6175

3 1/2 '' 0.250 89 6.4 19.90 15.64 0.356 63.939 22.737 0.064 0.0227 0.7112 9.6175

3 1/2 '' 0.313 89 7.9 24.06 18.90 0.356 52.910 18.815 0.053 0.0188 0.7112 9.6175

4 '' 0.188 102 4.8 17.87 14.02 0.406 71.332 28.989 0.071 0.0290 0.8128 8.4154

4 '' 0.250 102 6.4 23.16 18.17 0.406 55.039 22.368 0.055 0.0224 0.8128 8.4154

4 '' 0.313 102 7.9 28.13 22.07 0.406 45.315 18.416 0.045 0.0184 0.8128 8.4154

4 '' 0.375 102 9.5 32.77 25.70 0.406 38.911 15.813 0.039 0.0158 0.8128 8.4154

4 '' 0.500 102 12.7 41.03 32.19 0.406 31.067 12.626 0.031 0.0126 0.8128 8.4154

5 '' 0.188 127 4.8 22.71 17.81 0.508 56.148 28.523 0.056 0.0285 1.0160 6.7323

5 '' 0.250 127 6.4 29.61 23.25 0.508 43.011 21.849 0.043 0.0218 1.0160 6.7323

5 '' 0.313 127 7.9 36.19 28.39 0.508 35.222 17.893 0.035 0.0179 1.0160 6.7323

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE OR POR 1 KG

AREA SUPERFICIA

L POR KG

LONG. DE 2 JUNTAS DE SOLDADUR

A

RENDIMIENTO DE

INSP. POR PT

m ² / TON m ² / KGm sold / m l

OR

ORTUBO CUADRADO

X

X

Y

Y

d

t

d

N2
rfelix: Considerando 2 Juntas por metro lineal
O3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 33: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 33 de 63 COTEMAR S.A

PESO

d t d tc m ² Kg / m l m ² / m l ml/ TON ml/KG JUNTAS/DIA

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE OR POR 1 KG

AREA SUPERFICIA

L POR KG

LONG. DE 2 JUNTAS DE SOLDADUR

A

RENDIMIENTO DE

INSP. POR PT

m ² / TON m ² / KGm sold / m l

OR

ORTUBO CUADRADO

X

X

Y

Y

d

t

d

5 '' 0.375 127 9.5 42.45 33.29 0.508 30.039 15.260 0.030 0.0153 1.0160 6.7323

5 '' 0.500 127 12.7 53.94 42.31 0.508 23.635 12.007 0.024 0.0120 1.0160 6.7323

6 '' 0.188 152 4.8 27.55 21.62 0.610 46.253 28.196 0.046 0.0282 1.2192 5.6102

6 '' 0.250 152 6.4 36.10 28.30 0.610 35.336 21.541 0.035 0.0215 1.2192 5.6102

6 '' 0.313 152 7.9 44.26 34.73 0.610 28.794 17.553 0.029 0.0176 1.2192 5.6102

6 '' 0.375 152 9.5 52.13 40.89 0.610 24.456 14.908 0.024 0.0149 1.2192 5.6102

6 '' 0.500 152 12.7 67.10 52.44 0.610 19.069 11.625 0.019 0.0116 1.2192 5.6102

7 '' 0.188 178 4.8 32.39 25.42 0.711 39.339 27.978 0.039 0.0280 1.4224 4.8088

7 '' 0.250 178 6.4 42.52 33.36 0.711 29.979 21.321 0.030 0.0213 1.4224 4.8088

7 '' 0.313 178 7.9 52.32 41.06 0.711 24.355 17.321 0.024 0.0173 1.4224 4.8088

7 '' 0.375 178 9.5 61.81 48.48 0.711 20.627 14.670 0.021 0.0147 1.4224 4.8088

7 '' 0.500 178 12.7 80.00 62.58 0.711 15.980 11.365 0.016 0.0114 1.4224 4.8088

8 '' 0.188 203 4.8 37.23 29.21 0.813 34.238 27.829 0.034 0.0278 1.6256 4.2077

8 '' 0.250 203 6.4 48.97 38.42 0.813 26.030 21.157 0.026 0.0212 1.6256 4.2077

8 '' 0.313 203 7.9 60.39 47.38 0.813 21.108 17.156 0.021 0.0172 1.6256 4.2077

8 '' 0.375 203 9.5 71.61 26.10 0.813 38.314 31.142 0.038 0.0311 1.6256 4.2077

8 '' 0.500 203 12.7 92.90 72.70 0.813 13.755 11.180 0.014 0.0112 1.6256 4.2077

8 '' 0.625 203 15.8 112.28 88.28 0.813 11.328 9.207 0.011 0.0092 1.6256 4.2077

10 '' 0.250 254 6.4 61.87 48.56 1.016 20.593 20.923 0.021 0.0209 2.0320 3.3661

10 '' 0.313 254 8.0 76.77 60.00 1.016 16.667 16.933 0.017 0.0169 2.0320 3.3661

10 '' 0.375 254 9.5 90.97 71.28 1.016 14.029 14.254 0.014 0.0143 2.0320 3.3661

10 '' 0.500 254 12.7 118.71 92.95 1.016 10.758 10.931 0.011 0.0109 2.0320 3.3661

10 '' 0.625 254 15.8 144.52 113.60 1.016 8.803 8.944 0.009 0.0089 2.0320 3.3661

12 '' 0.250 305 6.4 74.84 58.68 1.219 17.042 20.777 0.017 0.0208 2.4384 2.8051

12 '' 0.313 305 7.9 92.90 72.71 1.219 13.753 16.768 0.014 0.0168 2.4384 2.8051

12 '' 0.375 305 9.5 110.32 46.46 1.219 21.524 26.242 0.022 0.0262 2.4384 2.8051

12 '' 0.500 305 12.7 144.52 113.20 1.219 8.834 10.770 0.009 0.0108 2.4384 2.8051

14 '' 0.313 356 7.9 109.00 85.36 1.422 11.715 16.664 0.012 0.0167 2.8448 2.4044

N2
rfelix: Considerando 2 Juntas por metro lineal
O3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 34: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 34 de 63 COTEMAR S.A

PESO

d t d tc m ² Kg / m l m ² / m l ml/ TON ml/KG JUNTAS/DIA

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE OR POR 1 KG

AREA SUPERFICIA

L POR KG

LONG. DE 2 JUNTAS DE SOLDADUR

A

RENDIMIENTO DE

INSP. POR PT

m ² / TON m ² / KGm sold / m l

OR

ORTUBO CUADRADO

X

X

Y

Y

d

t

d

14 '' 0.375 356 9.5 129.68 101.66 1.422 9.837 13.992 0.010 0.0140 2.8448 2.4044

14 '' 0.500 356 12.7 170.32 133.46 1.422 7.493 10.658 0.007 0.0107 2.8448 2.4044

16 '' 0.313 406 7.9 125.16 98.00 1.626 10.204 16.588 0.010 0.0166 3.2512 2.1038

16 '' 0.375 406 9.5 149.00 116.85 1.626 8.558 13.912 0.009 0.0139 3.2512 2.1038

16 '' 0.500 406 12.7 196.13 153.73 1.626 6.505 10.574 0.007 0.0106 3.2512 2.1038

N2
rfelix: Considerando 2 Juntas por metro lineal
O3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 35: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 35 de 63 COTEMAR S.A

KG/DIA

54.6633

70.7718

66.2008

73.8307

67.3228

76.4494

91.7274

108.1382

135.4699

78.6331

87.1157

112.0252

142.3886

79.8898

114.4320

147.0891

176.6102

80.1275

98.0846

116.3723

150.4184

181.7717

117.9750

152.8987

185.7099

216.2746

270.8737

119.9020

156.5256

191.1366

RENDIMIENTO CUADRILLA

DE INSP. POR PT

Page 36: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 36 de 63 COTEMAR S.A

KG/DIA

RENDIMIENTO CUADRILLA

DE INSP. POR PT

224.1177

284.8429

121.2933

158.7697

194.8435

229.4026

294.2008

122.2390

160.4060

197.4483

233.1294

300.9331

122.8934

161.6462

199.3427

109.8204

305.8981

371.4537

163.4598

201.9685

239.9386

312.8829

382.3937

164.6043

203.9601

130.3258

317.5394

205.2385

Page 37: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 37 de 63 COTEMAR S.A

KG/DIA

RENDIMIENTO CUADRILLA

DE INSP. POR PT

244.4300

320.8895

206.1762

245.8335

323.4231

Page 38: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 38 de 63 COTEMAR S.A

PESO

b d t b d tc m ² Kg / m l m ² / m l ml/ TON ml/KG

plg plg plg m m m m m m

3 '' 2 '' 0.125 76 51 3.2 7.40 5.84 0.254 171.233 43.493 0.171 0.043

3 '' 2 '' 0.141 76 51 3.6 8.26 6.47 0.254 154.560 39.258 0.155 0.039

3 '' 2 '' 0.188 76 51 4.8 10.58 10.58 0.254 94.518 24.008 0.095 0.024

3 '' 2 '' 0.250 76 51 6.4 13.48 8.32 0.254 120.192 30.529 0.120 0.031

4 '' 2 '' 0.125 102 51 3.2 9.01 7.12 0.305 140.449 42.809 0.140 0.043

4 '' 2 '' 0.188 102 51 4.8 13.00 10.20 0.305 98.054 29.887 0.098 0.030

4 '' 2 '' 0.250 102 51 6.4 16.71 13.11 0.305 76.283 23.251 0.076 0.023

4 '' 2 '' 0.313 102 51 7.9 20.10 15.74 0.305 63.532 19.365 0.064 0.019

4 '' 3 '' 0.125 102 76 3.2 10.62 8.39 0.356 119.190 42.384 0.119 0.042

4 '' 3 '' 0.156 102 76 4.0 13.00 10.20 0.356 98.054 34.868 0.098 0.035

4 '' 3 '' 0.188 102 76 4.8 15.40 12.10 0.356 82.645 29.388 0.083 0.029

4 '' 3 '' 0.250 102 76 6.4 19.90 15.60 0.356 64.103 22.795 0.064 0.023

4 '' 3 '' 0.313 102 76 7.9 24.10 18.90 0.356 52.910 18.815 0.053 0.019

5 '' 2 '' 0.188 127 51 4.8 15.42 12.13 0.356 82.440 29.316 0.082 0.029

5 '' 2 '' 0.250 127 51 6.4 19.94 15.64 0.356 63.927 22.732 0.064 0.023

5 '' 2 '' 0.313 127 51 7.9 24.10 18.90 0.356 52.910 18.815 0.053 0.019

5 '' 3 '' 0.188 127 76 4.8 17.87 14.00 0.406 71.429 29.029 0.071 0.029

5 '' 3 '' 0.250 127 76 6.4 23.16 18.17 0.406 55.039 22.368 0.055 0.022

5 '' 3 '' 0.313 127 76 7.9 28.13 22.10 0.406 45.249 18.389 0.045 0.018

5 '' 3 '' 0.375 127 76 9.5 21.77 25.70 0.406 38.911 15.813 0.039 0.016

5 '' 3 '' 0.500 127 76 12.7 41.03 32.20 0.406 31.056 12.621 0.031 0.013

5 '' 4 '' 0.188 127 102 4.8 20.26 15.92 0.457 62.814 28.719 0.063 0.029

5 '' 4 '' 0.250 127 102 6.4 26.39 20.70 0.457 48.302 22.084 0.048 0.022

5 '' 4 '' 0.313 127 102 7.9 32.13 25.24 0.457 39.620 18.114 0.040 0.018

5 '' 4 '' 0.375 127 102 9.5 37.61 29.50 0.457 33.898 15.498 0.034 0.015

6 '' 2 '' 0.188 152 51 4.8 17.87 14.10 0.406 70.922 28.823 0.071 0.029

6 '' 2 '' 0.250 152 51 6.4 23.16 18.17 0.406 55.039 22.368 0.055 0.022

6 '' 2 '' 0.313 152 51 7.9 28.13 22.10 0.406 45.249 18.389 0.045 0.018

6 '' 2 '' 0.375 152 51 9.5 32.77 25.70 0.406 38.911 15.813 0.039 0.016

6 '' 3 '' 0.188 152 76 4.8 20.26 15.92 0.457 62.814 28.719 0.063 0.029

6 '' 3 '' 0.250 152 76 6.4 26.39 20.70 0.457 48.302 22.084 0.048 0.022

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE

OR

AREA SUPERFICIAL POR KG

m ² / TON m ² / KG

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

Page 39: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 39 de 63 COTEMAR S.A

PESO

b d t b d tc m ² Kg / m l m ² / m l ml/ TON ml/KG

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE

OR

AREA SUPERFICIAL POR KG

m ² / TON m ² / KG

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

6 '' 3 '' 0.313 152 76 7.9 32.13 25.24 0.457 39.620 18.114 0.040 0.018

6 '' 3 '' 0.375 152 76 9.5 37.61 29.50 0.457 33.898 15.498 0.034 0.015

6 '' 4 '' 0.188 152 102 4.8 22.71 17.81 0.508 56.148 28.523 0.056 0.029

6 '' 4 '' 0.250 152 102 6.4 29.61 23.24 0.508 43.029 21.859 0.043 0.022

6 '' 4 '' 0.313 152 102 7.9 36.19 28.39 0.508 35.222 17.893 0.035 0.018

6 '' 4 '' 0.375 152 102 9.5 42.45 33.29 0.508 30.039 15.260 0.030 0.015

6 '' 4 '' 0.500 152 102 12.7 53.94 42.31 0.508 23.635 12.007 0.024 0.012

7 '' 3 '' 0.188 178 76 4.8 22.71 17.81 0.508 56.148 28.523 0.056 0.029

7 '' 3 '' 0.250 178 76 6.4 29.61 23.25 0.508 43.011 21.849 0.043 0.022

7 '' 3 '' 0.313 178 76 7.9 36.19 28.40 0.508 35.211 17.887 0.035 0.018

7 '' 3 '' 0.375 178 76 9.5 42.45 33.30 0.508 30.028 15.254 0.030 0.015

7 '' 4 '' 0.188 178 102 4.8 25.10 19.72 0.559 50.710 28.337 0.051 0.028

7 '' 4 '' 0.250 178 102 6.4 32.84 25.77 0.559 38.805 21.684 0.039 0.022

7 '' 4 '' 0.313 178 102 7.9 40.19 31.56 0.559 31.686 17.706 0.032 0.018

7 '' 4 '' 0.375 178 102 9.5 47.29 37.10 0.559 26.954 15.062 0.027 0.015

7 '' 5 '' 0.188 178 127 4.8 27.55 21.62 0.610 46.253 28.196 0.046 0.028

7 '' 5 '' 0.250 178 127 6.4 20.10 28.30 0.610 35.336 21.541 0.035 0.022

7 '' 5 '' 0.313 178 127 7.9 44.26 34.73 0.610 28.794 17.553 0.029 0.018

7 '' 5 '' 0.375 178 127 9.5 52.13 40.89 0.610 24.456 14.908 0.024 0.015

7 '' 5 '' 0.500 178 127 12.7 67.10 52.44 0.610 19.069 11.625 0.019 0.012

8 '' 2 '' 0.188 203 51 4.8 22.71 17.81 0.508 56.148 28.523 0.056 0.029

8 '' 2 '' 0.250 203 51 6.4 29.61 23.25 0.508 43.011 21.849 0.043 0.022

8 '' 2 '' 0.313 203 51 7.9 36.19 28.40 0.508 35.211 17.887 0.035 0.018

8 '' 2 '' 0.375 203 51 9.5 42.45 33.30 0.508 30.028 15.254 0.030 0.015

8 '' 3 '' 0.188 203 76 4.8 25.10 19.72 0.559 50.710 28.337 0.051 0.028

8 '' 3 '' 0.250 203 76 6.4 32.84 25.77 0.559 38.805 21.684 0.039 0.022

8 '' 3 '' 0.313 203 76 7.9 40.19 31.56 0.559 31.686 17.706 0.032 0.018

8 '' 3 '' 0.375 203 76 9.5 47.29 37.10 0.559 26.955 15.062 0.027 0.015

8 '' 4 '' 0.188 203 102 4.8 27.55 21.62 0.610 46.253 28.196 0.046 0.028

8 '' 4 '' 0.250 203 102 6.4 36.06 28.30 0.610 35.336 21.541 0.035 0.022

8 '' 4 '' 0.313 203 102 7.9 44.26 34.73 0.610 28.794 17.553 0.029 0.018

Page 40: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 40 de 63 COTEMAR S.A

PESO

b d t b d tc m ² Kg / m l m ² / m l ml/ TON ml/KG

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE

OR

AREA SUPERFICIAL POR KG

m ² / TON m ² / KG

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

8 '' 4 '' 0.375 203 102 9.5 52.13 40.89 0.610 24.456 14.908 0.024 0.015

8 '' 4 '' 0.500 203 102 12.7 67.10 52.44 0.610 19.069 11.625 0.019 0.012

8 '' 6 '' 0.188 203 152 4.8 32.39 25.42 0.711 39.339 27.978 0.039 0.028

8 '' 6 '' 0.250 203 152 6.4 42.52 33.36 0.711 29.979 21.321 0.030 0.021

8 '' 6 '' 0.313 203 152 7.9 52.32 41.06 0.711 24.355 17.321 0.024 0.017

8 '' 6 '' 0.375 203 152 9.5 61.81 48.48 0.711 20.627 14.670 0.021 0.015

8 '' 6 '' 0.500 203 152 12.7 80.00 62.58 0.711 15.980 11.365 0.016 0.011

10 '' 2 '' 0.188 254 51 4.8 27.55 21.62 0.610 46.253 28.196 0.046 0.028

10 '' 2 '' 0.250 254 51 6.4 36.10 28.30 0.610 35.336 21.541 0.035 0.022

10 '' 2 '' 0.313 254 51 7.9 44.26 34.73 0.610 28.794 17.553 0.029 0.018

10 '' 2 '' 0.375 254 51 9.5 52.13 40.89 0.610 24.456 14.908 0.024 0.015

10 '' 4 '' 0.188 254 102 4.8 32.39 25.42 0.711 39.339 27.978 0.039 0.028

10 '' 4 '' 0.250 254 102 6.4 42.52 33.36 0.711 29.979 21.321 0.030 0.021

10 '' 4 '' 0.313 254 102 7.9 52.32 41.09 0.711 24.337 17.308 0.024 0.017

10 '' 4 '' 0.375 254 102 9.5 61.81 48.48 0.711 20.627 14.670 0.021 0.015

10 '' 4 '' 0.500 254 102 12.7 80.00 62.58 0.711 15.980 11.365 0.016 0.011

10 '' 6 '' 0.188 254 152 4.8 37.23 29.21 0.813 34.238 27.829 0.034 0.028

10 '' 6 '' 0.250 254 152 6.4 48.97 38.42 0.813 26.030 21.157 0.026 0.021

10 '' 6 '' 0.313 254 152 7.9 60.39 47.38 0.813 21.108 17.156 0.021 0.017

10 '' 6 '' 0.375 254 152 9.5 71.61 56.10 0.813 17.825 14.488 0.018 0.014

10 '' 6 '' 0.500 254 152 12.7 92.90 72.70 0.813 13.755 11.180 0.014 0.011

12 '' 2 '' 0.188 305 51 4.8 32.39 25.42 0.711 39.339 27.978 0.039 0.028

12 '' 2 '' 0.250 305 51 6.4 42.52 33.36 0.711 29.979 21.321 0.030 0.021

12 '' 4 '' 0.188 305 102 4.8 37.23 29.22 0.813 34.223 27.817 0.034 0.028

12 '' 4 '' 0.250 305 102 6.4 48.97 38.42 0.813 26.030 21.157 0.026 0.021

12 '' 4 '' 0.313 305 102 7.9 60.39 47.38 0.813 21.108 17.156 0.021 0.017

12 '' 4 '' 0.375 305 102 9.5 71.61 56.10 0.813 17.825 14.488 0.018 0.014

12 '' 4 '' 0.500 305 102 12.7 92.90 72.70 0.813 13.755 11.180 0.014 0.011

12 '' 6 '' 0.188 305 152 4.8 42.06 33.00 0.914 30.307 27.712 0.030 0.028

Page 41: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 41 de 63 COTEMAR S.A

PESO

b d t b d tc m ² Kg / m l m ² / m l ml/ TON ml/KG

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE

OR

AREA SUPERFICIAL POR KG

m ² / TON m ² / KG

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

12 '' 6 '' 0.250 305 152 6.4 55.42 43.50 0.914 22.989 21.021 0.023 0.021

12 '' 6 '' 0.313 305 152 7.9 68.39 53.72 0.914 18.615 17.022 0.019 0.017

12 '' 6 '' 0.375 305 152 9.5 81.29 63.68 0.914 15.704 14.359 0.016 0.014

12 '' 6 '' 0.500 305 152 12.7 105.81 82.83 0.914 12.073 11.039 0.012 0.011

12 '' 8 '' 0.250 305 203 6.4 61.87 48.56 1.016 20.593 20.923 0.021 0.021

12 '' 8 '' 0.313 305 203 7.9 76.77 60.05 1.016 16.653 16.919 0.017 0.017

12 '' 8 '' 0.375 305 203 9.5 90.97 71.28 1.016 14.029 14.254 0.014 0.014

12 '' 8 '' 0.500 305 203 12.7 118.71 92.95 1.016 10.758 10.931 0.011 0.011

12 '' 8 '' 0.625 305 203 15.8 144.52 113.59 1.016 8.804 8.944 0.009 0.009

14 '' 4 '' 0.250 356 102 6.4 55.42 43.50 0.914 22.989 21.021 0.023 0.021

14 '' 4 '' 0.313 356 102 7.9 68.39 53.72 0.914 18.615 17.022 0.019 0.017

14 '' 4 '' 0.375 356 102 9.5 81.29 63.68 0.914 15.704 14.359 0.016 0.014

14 '' 4 '' 0.500 356 102 12.7 105.81 82.83 0.914 12.073 11.039 0.012 0.011

14 '' 6 '' 0.250 356 152 6.4 61.87 48.56 1.016 20.593 20.923 0.021 0.021

14 '' 6 '' 0.313 356 152 7.9 76.77 60.05 1.016 16.653 16.919 0.017 0.017

14 '' 6 '' 0.375 356 152 9.5 90.97 71.28 1.016 14.029 14.254 0.014 0.014

14 '' 6 '' 0.500 356 152 12.7 118.71 92.95 1.016 10.758 10.931 0.011 0.011

14 '' 10 '' 0.313 356 254 7.9 92.90 72.71 1.219 13.753 16.768 0.014 0.017

14 '' 10 '' 0.375 356 254 9.5 110.32 86.46 1.219 11.566 14.101 0.012 0.014

14 '' 10 '' 0.500 356 254 12.7 144.52 113.20 1.219 8.834 10.770 0.009 0.011

16 '' 4 '' 0.313 406 102 7.9 76.77 60.05 1.016 16.653 16.919 0.017 0.017

16 '' 4 '' 0.375 406 102 9.5 90.97 71.28 1.016 14.029 14.254 0.014 0.014

16 '' 4 '' 0.500 406 102 12.7 118.71 92.95 1.016 10.758 10.931 0.011 0.011

16 '' 8 '' 0.313 406 203 7.9 92.90 72.71 1.219 13.753 16.768 0.014 0.017

16 '' 8 '' 0.375 406 203 9.5 110.32 86.46 1.219 11.566 14.101 0.012 0.014

16 '' 8 '' 0.500 406 203 12.7 144.52 113.20 1.219 8.834 10.770 0.009 0.011

16 '' 12 '' 0.313 406 305 7.9 109.00 85.36 1.422 11.715 16.664 0.012 0.017

16 '' 12 '' 0.375 406 305 9.5 129.68 101.66 1.422 9.837 13.992 0.010 0.014

16 '' 12 '' 0.500 406 305 12.7 170.32 133.46 1.422 7.493 10.658 0.007 0.011

Page 42: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 42 de 63 COTEMAR S.A

PESO

b d t b d tc m ² Kg / m l m ² / m l ml/ TON ml/KG

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

LONGITUD DE OR POR TONELADA

AREA SUPERFICIA

L POR TONELADA

LONGITUD DE 1 KG DE

OR

AREA SUPERFICIAL POR KG

m ² / TON m ² / KG

X X

Y

Y

d

t

b

ORTUBO RECTANGULAR

18 '' 6 '' 0.313 457 152 7.9 92.90 72.71 1.219 13.753 16.768 0.014 0.017

18 '' 6 '' 0.375 457 152 9.5 110.32 86.46 1.219 11.566 14.101 0.012 0.014

18 '' 6 '' 0.500 457 152 12.7 144.52 113.20 1.219 8.834 10.770 0.009 0.011

20 '' 4 '' 0.313 508 102 7.9 92.90 72.71 1.219 13.753 16.768 0.014 0.017

20 '' 4 '' 0.375 508 102 9.5 110.32 86.46 1.219 11.566 14.101 0.012 0.014

20 '' 4 '' 0.500 508 102 12.7 144.52 113.20 1.219 8.834 10.770 0.009 0.011

20 '' 8 '' 0.313 508 203 7.9 109.00 85.36 1.422 11.715 16.664 0.012 0.017

20 '' 8 '' 0.375 508 203 9.5 129.67 101.66 1.422 9.837 13.992 0.010 0.014

20 '' 8 '' 0.500 508 203 12.7 170.32 133.46 1.422 7.493 10.658 0.007 0.011

20 '' 12 '' 0.313 508 305 7.9 125.16 98.02 1.626 10.202 16.584 0.010 0.017

20 '' 12 '' 0.375 508 305 9.5 149.00 116.85 1.626 8.558 13.912 0.009 0.014

20 '' 12 '' 0.500 508 305 12.7 196.13 153.73 1.626 6.505 10.574 0.007 0.011

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

Page 43: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 43 de 63 COTEMAR S.A

m sold / m l OR JUNTAS/DIA KG/DIA

0.508 13.465 78.633

0.508 13.465 87.116

0.508 13.465 142.455

0.508 13.465 112.025

0.610 11.220 79.890

0.610 11.220 114.432

0.610 11.220 147.089

0.610 11.220 176.610

0.711 9.618 80.691

0.711 9.618 98.085

0.711 9.618 116.372

0.711 9.618 150.034

0.711 9.618 181.772

0.711 9.618 116.661

0.711 9.618 150.447

0.711 9.618 181.772

0.813 8.415 117.815

0.813 8.415 152.899

0.813 8.415 185.979

0.813 8.415 216.275

0.813 8.415 270.974

0.914 7.480 119.087

0.914 7.480 154.865

0.914 7.480 188.803

0.914 7.480 220.669

0.813 8.415 118.656

0.813 8.415 152.899

0.813 8.415 185.979

0.813 8.415 216.275

0.914 7.480 119.087

0.914 7.480 154.865

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE

INSP. POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

Q2
rfelix: Considerando 2 Juntas por metro lineal
R3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 44: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 44 de 63 COTEMAR S.A

m sold / m l OR JUNTAS/DIA KG/DIA

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE

INSP. POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

0.914 7.480 188.803

0.914 7.480 220.669

1.016 6.732 119.902

1.016 6.732 156.458

1.016 6.732 191.137

1.016 6.732 224.118

1.016 6.732 284.843

1.016 6.732 119.902

1.016 6.732 156.526

1.016 6.732 191.197

1.016 6.732 224.199

1.118 6.120 120.691

1.118 6.120 157.719

1.118 6.120 193.155

1.118 6.120 227.062

1.219 5.610 121.293

1.219 5.610 158.770

1.219 5.610 194.844

1.219 5.610 229.403

1.219 5.610 294.201

1.016 6.732 119.902

1.016 6.732 156.526

1.016 6.732 191.197

1.016 6.732 224.199

1.118 6.120 120.691

1.118 6.120 157.719

1.118 6.120 193.155

1.118 6.120 227.055

1.219 5.610 121.293

1.219 5.610 158.770

1.219 5.610 194.844

Q2
rfelix: Considerando 2 Juntas por metro lineal
R3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 45: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 45 de 63 COTEMAR S.A

m sold / m l OR JUNTAS/DIA KG/DIA

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE

INSP. POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

1.219 5.610 229.403

1.219 5.610 294.201

1.422 4.809 122.239

1.422 4.809 160.406

1.422 4.809 197.448

1.422 4.809 233.129

1.422 4.809 300.933

1.219 5.610 121.293

1.219 5.610 158.770

1.219 5.610 194.844

1.219 5.610 229.403

1.422 4.809 122.239

1.422 4.809 160.406

1.422 4.809 197.593

1.422 4.809 233.129

1.422 4.809 300.933

1.626 4.208 122.893

1.626 4.208 161.646

1.626 4.208 199.343

1.626 4.208 236.051

1.626 4.208 305.898

1.422 4.809 122.239

1.422 4.809 160.406

1.626 4.208 122.948

1.626 4.208 161.646

1.626 4.208 199.343

1.626 4.208 236.051

1.626 4.208 305.898

1.829 3.740 123.410

Q2
rfelix: Considerando 2 Juntas por metro lineal
R3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 46: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 46 de 63 COTEMAR S.A

m sold / m l OR JUNTAS/DIA KG/DIA

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE

INSP. POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

1.829 3.740 162.697

1.829 3.740 200.921

1.829 3.740 238.173

1.829 3.740 309.797

2.032 3.366 163.460

2.032 3.366 202.137

2.032 3.366 239.939

2.032 3.366 312.883

2.032 3.366 382.360

1.829 3.740 162.697

1.829 3.740 200.921

1.829 3.740 238.173

1.829 3.740 309.797

2.032 3.366 163.460

2.032 3.366 202.137

2.032 3.366 239.939

2.032 3.366 312.883

2.438 2.805 203.960

2.438 2.805 242.531

2.438 2.805 317.539

2.032 3.366 202.137

2.032 3.366 239.939

2.032 3.366 312.883

2.438 2.805 203.960

2.438 2.805 242.531

2.438 2.805 317.539

2.845 2.404 205.238

2.845 2.404 244.430

2.845 2.404 320.889

Q2
rfelix: Considerando 2 Juntas por metro lineal
R3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 47: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 47 de 63 COTEMAR S.A

m sold / m l OR JUNTAS/DIA KG/DIA

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE

INSP. POR PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

2.438 2.805 203.960

2.438 2.805 242.531

2.438 2.805 317.539

2.438 2.805 203.960

2.438 2.805 242.531

2.438 2.805 317.539

2.845 2.404 205.238

2.845 2.404 244.430

2.845 2.404 320.889

3.251 2.104 206.218

3.251 2.104 245.834

3.251 2.104 323.423

Q2
rfelix: Considerando 2 Juntas por metro lineal
R3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 48: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 48 de 63 COTEMAR S.A

ESPESOR PATIN PESO

d c a l i b r e d c a l i b r e t c m ² m ² / m l ml/ TON ml/KGplg m m m m m m

3 '' 18 76 18 1.21 44.5 2.12 1.68 0.335 595.238 199.548 0.595 0.2003 '' 16 76 16 1.52 44.5 2.77 2.15 0.336 465.116 156.502 0.465 0.1573 '' 14 76 14 1.90 44.5 3.37 2.66 0.338 375.940 127.068 0.376 0.1273 '' 12 76 12 2.66 44.5 4.78 3.77 0.341 265.252 90.462 0.265 0.0903 1/2 '' 18 89 18 1.21 50.8 2.49 1.97 0.386 507.614 195.858 0.508 0.1963 1/2 '' 16 89 16 1.52 50.8 3.11 2.45 0.387 408.163 157.992 0.408 0.1583 1/2 '' 14 89 14 1.90 50.8 3.94 3.12 0.389 320.513 124.551 0.321 0.1253 1/2 '' 12 89 12 2.66 50.8 5.45 4.31 0.392 232.019 90.868 0.232 0.0913 1/2 '' 10 89 10 3.42 50.8 6.88 5.44 0.395 183.824 72.551 0.184 0.0734 '' 18 102 18 1.21 50.8 2.65 2.09 0.411 478.469 196.766 0.478 0.1974 '' 16 102 16 1.52 50.8 3.30 2.61 0.412 383.142 158.038 0.383 0.1584 '' 14 102 14 1.90 50.8 4.18 3.31 0.414 302.115 125.076 0.302 0.1254 '' 12 102 12 2.66 50.8 5.79 4.57 0.417 218.818 91.256 0.219 0.0914 '' 10 102 10 3.42 50.8 7.32 5.78 0.420 173.010 72.678 0.173 0.0735 '' 18 127 18 1.21 50.8 2.95 2.33 0.462 429.185 198.300 0.429 0.1985 '' 16 127 16 1.52 50.8 3.69 2.91 0.463 343.643 159.203 0.344 0.1595 '' 14 127 14 1.90 50.8 4.67 3.69 0.465 271.003 125.962 0.271 0.1265 '' 12 127 12 2.66 50.8 6.46 5.11 0.468 195.695 91.554 0.196 0.0925 '' 10 127 10 3.42 50.8 8.19 6.47 0.471 154.560 72.779 0.155 0.0736 '' 16 152 16 1.52 63.5 4.53 3.58 0.565 279.330 157.788 0.279 0.1586 '' 14 152 14 1.90 63.5 7.82 4.53 0.566 220.751 125.033 0.221 0.1256 '' 12 152 12 2.66 63.5 9.92 6.17 0.569 162.075 92.292 0.162 0.0926 '' 10 152 10 3.42 63.5 5.11 7.84 0.572 127.551 73.020 0.128 0.0737 '' 16 178 16 1.52 69.9 6.46 4.04 0.641 247.525 158.733 0.248 0.1597 '' 14 178 14 1.90 69.9 8.96 5.10 0.643 196.078 126.039 0.196 0.1267 '' 12 178 12 2.66 69.9 11.40 7.08 0.646 141.243 91.220 0.141 0.0917 '' 10 178 10 3.42 69.9 5.69 9.01 0.649 110.988 72.018 0.111 0.0728 '' 16 203 16 1.52 76.2 7.18 4.50 0.717 222.222 159.396 0.222 0.1598 '' 14 203 14 1.90 76.2 9.98 5.67 0.719 176.367 126.772 0.176 0.1278 '' 12 203 12 2.66 76.2 12.88 7.88 0.722 126.904 91.604 0.127 0.0928 '' 10 203 10 3.42 76.2 6.27 10.17 0.725 98.328 71.276 0.098 0.0719 '' 16 229 16 1.52 82.6 7.00 4.96 0.794 201.613 160.016 0.202 0.1609 '' 14 229 14 1.90 82.6 9.00 6.24 0.795 160.256 127.436 0.160 0.1279 '' 12 229 12 2.66 82.6 10.99 8.68 0.798 115.207 91.963 0.115 0.0929 '' 10 229 10 3.42 82.6 14.35 11.34 0.801 88.183 70.660 0.088 0.07110 '' 14 254 14 1.90 88.9 8.63 6.82 0.871 146.628 127.742 0.147 0.128

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

d x cal

A R E A TRANSVERSAL

SUPERFICIE LONGITUDINAL

LONGITUD DE CF POR

TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE

CF

AREA SUPERFICIAL

POR KG

b p Kg / m l m ² / TON m ² / KG

CFPERFIL C FORMADO EN FRIO

X X

Y

Y

d

t

bp

Page 49: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 49 de 63 COTEMAR S.A

10 '' 12 254 12 2.66 88.9 12.14 9.59 0.874 104.275 91.162 0.104 0.09110 '' 10 254 10 3.42 88.9 15.65 12.37 0.877 80.841 70.920 0.081 0.07112 '' 12 305 12 2.66 88.9 13.49 10.66 0.976 93.809 91.542 0.094 0.09212 '' 10 305 10 3.42 88.9 17.39 13.74 0.979 72.780 71.243 0.073 0.071

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

Page 50: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 50 de 63 COTEMAR S.A

m sold / m l CF JUNTAS/DIA KG/DIA

0.670 10.202 17.1390.673 10.164 21.8530.676 10.118 26.9150.682 10.028 37.8060.772 8.864 17.4620.774 8.835 21.6470.777 8.801 27.4590.783 8.733 37.6370.789 8.665 47.1390.822 8.316 17.3810.825 8.291 21.6400.828 8.261 27.3430.834 8.201 37.4770.840 8.141 47.0570.924 7.402 17.2470.927 7.382 21.4820.930 7.358 27.1510.936 7.310 37.3550.942 7.263 46.9921.130 6.054 21.6751.133 6.038 27.3531.139 6.006 37.0561.145 5.974 46.8361.283 5.333 21.5461.286 5.320 27.1341.292 5.295 37.4921.298 5.271 47.4881.435 4.768 21.4561.438 4.758 26.9771.444 4.738 37.3351.450 4.718 47.9821.587 4.309 21.3731.590 4.301 26.8371.596 4.284 37.1891.603 4.268 48.4011.742 3.926 26.773

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE INSP. POR

PT

RENDIMIENTO CUADRILLA DE INSP. POR PT

U2
rfelix: Considerando 2 Juntas por metro lineal
V3
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 51: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 51 de 63 COTEMAR S.A

1.748 3.912 37.5161.755 3.898 48.2231.952 3.505 37.3601.958 3.494 48.005

Page 52: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 COTEMAR S.A

ACERO CUADRADO

DIMENSIONES AREA

PULGADAS MILIMETROS DE SECCIONml/ TON ml/KG

d d CM ²

3/8 9.5 0.91 0.711 0.038 1406.470 53.446 1.406 0.053

1/2 12.7 1.61 1.265 0.0508 790.514 40.158 0.791 0.040

5/8 15.9 2.52 1.977 0.0636 505.817 32.170 0.506 0.032

3/4 19.1 3.62 2.849 0.0764 351.000 26.816 0.351 0.027

7/8 22.2 3.88 3.910 0.0888 255.754 22.711 0.256 0.023

1 25.4 6.45 5.065 0.1016 197.433 20.059 0.197 0.020

1 1/4 32.7 7.26 7.913 0.1308 126.374 16.530 0.126 0.017

1 1/2 38.1 8.06 11.395 0.1524 87.758 13.374 0.088 0.013

2 50.8 25.81 20.25 0.2032 49.383 10.035 0.049 0.010

2 1/4 57.2 29.03 25.63 0.2288 39.017 8.927 0.039 0.009

2 1/2 63.5 40.33 31.65 0.254 31.596 8.025 0.032 0.008

ACERO REDONDO

DIMENSIONES AREA

PULGADAS MILIMETROS DE SECCIONml/ TON ml/KG

D D CM ²

3/8 9.5 0.713 0.559 0.030 1788.909 53.390 1.789 0.053

1/2 12.7 1.2668 0.994 0.040 1006.036 40.139 1.006 0.040

5/8 15.9 1.979 1.552 0.050 644.330 32.185 0.644 0.032

3/4 19.1 2.853 2.235 0.060 447.427 26.848 0.447 0.027

7/8 22.2 3.879 3.045 0.070 328.407 22.904 0.328 0.023

1 25.4 5.0671 3.974 0.080 251.636 20.080 0.252 0.020

1 1/8 28.6 6.413 5.022 0.090 199.124 17.891 0.199 0.018

1 1/4 31.7 7.8924 6.209 0.100 161.057 16.039 0.161 0.016

1 3/8 34.9 9.5662 7.514 0.110 133.085 14.592 0.133 0.015

1 1/2 38.1 11.4009 8.941 0.120 111.844 13.387 0.112 0.013

1 3/4 44.5 15.518 13.970 0.140 71.582 10.007 0.072 0.010

2 50.8 20.2683 15.896 0.160 62.909 10.040 0.063 0.010

2 1/2 63.5 31.668 24.830 0.199 40.274 8.034 0.040 0.008

PESOKG /ML

AREAM ² / ML

LONGITUD DE CUADRADO

POR TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE

CUADRADO

AREA SUPERFICIAL

POR KG

m ² / TON m ² / KG

PESOKG /ML

AREAM ² / ML

LONGITUD DE CUADRADO

POR TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE

CUADRADO

AREA SUPERFICIAL

POR KG

m ² / TON m ² / KG

d

d

D

Page 53: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 COTEMAR S.A

JUNTAS/DIA KG/DIA

0.076 90.000 63.990

0.102 67.323 85.163

0.127 53.774 106.310

0.153 44.764 127.534

0.178 38.514 150.588

0.203 33.661 170.495

0.262 26.147 206.900

0.305 22.441 255.715

0.406 16.831 340.822

0.458 14.948 383.106

0.508 13.465 426.154

m sold / m l JUNTAS/DIA KG/DIA

0.060 114.592 64.057

0.080 85.718 85.204

0.100 68.467 106.260

0.120 56.996 127.386

0.139 49.037 149.317

0.160 42.859 170.322

0.180 38.064 191.156

0.199 34.341 213.225

0.219 31.193 234.381

0.239 28.573 255.468

0.280 24.463 341.753

0.319 21.430 340.644

0.399 17.144 425.676

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE INSP.

POR PT

RENDIMIENTO

CUADRILLA DE INSP. POR

PT

m sold / m l cuadrado

LONG. DE 2 JUNTAS DE

SOLDADURA

RENDIMIENTO DE INSP.

POR PT

RENDIMIENTO

CUADRILLA DE INSP. POR

PT

L7
rfelix: Considerando 2 Juntas por metro lineal
M8
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
L25
rfelix: Considerando 2 Juntas por metro lineal
M26
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 54: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 COTEMAR S.A

S O L E R A S

DIMENSIONES PESO AREA

PULGADAS MILIMETROSml/ TON ml/KGd t d t KG / M M ² / ML

1/2 1/8 12.7 3.2 0.313 0.032 3194.888 101.597 3.195 0.102 0.064

5/8 1/8 15.9 3.2 0.396 0.038 2525.253 96.465 2.525 0.096 0.076

3/4 1/8 19.0 3.2 0.470 0.044 2127.660 94.468 2.128 0.094 0.089

1 1/8 25.4 3.2 0.632 0.057 1582.278 90.506 1.582 0.091 0.114

1 1/4 1/8 31.7 3.2 0.789 0.070 1267.427 88.466 1.267 0.088 0.140

1 1/2 1/8 38.1 3.2 0.946 0.083 1057.082 87.315 1.057 0.087 0.165

2 1/8 50.8 3.2 1.265 0.108 790.514 85.375 0.791 0.085 0.216

1/2 3/16 12.7 4.8 0.470 0.035 2127.660 74.468 2.128 0.074 0.070

5/8 3/16 15.9 4.8 0.593 0.041 1686.341 69.815 1.686 0.070 0.083

3/4 3/16 19.0 4.8 0.708 0.048 1412.429 67.232 1.412 0.067 0.095

1 3/16 25.4 4.8 0.946 0.060 1057.082 63.848 1.057 0.064 0.121

1 1/4 3/16 31.7 4.8 1.184 0.073 844.595 61.655 0.845 0.062 0.146

1 1/2 3/16 38.1 4.8 1.421 0.086 703.730 60.380 0.704 0.060 0.172

2 3/16 50.8 4.8 1.897 0.111 527.148 58.619 0.527 0.059 0.222

2 1/2 3/16 63.5 4.8 2.600 0.137 384.615 52.538 0.385 0.053 0.273

1/2 1/4 12.7 6.3 0.632 0.038 1582.278 60.127 1.582 0.060 0.076

5/8 1/4 15.9 6.3 0.791 0.044 1264.223 56.131 1.264 0.056 0.089

3/4 1/4 19.0 6.3 0.948 0.051 1054.852 53.376 1.055 0.053 0.101

1 1/4 25.4 6.3 1.265 0.063 790.514 50.119 0.791 0.050 0.127

1 1/4 1/4 31.7 6.3 1.582 0.076 632.111 48.040 0.632 0.048 0.152

1 1/2 1/4 38.1 6.3 1.897 0.089 527.148 46.811 0.527 0.047 0.178

2 1/4 50.6 6.3 2.530 0.114 395.257 44.980 0.395 0.045 0.228

2 1/2 1/4 63.5 6.3 3.162 0.140 316.256 44.149 0.316 0.044 0.279

3 1/4 76.2 6.3 3.795 0.165 263.505 43.478 0.264 0.043 0.330

4 1/4 101.6 6.3 5.060 0.216 197.628 42.648 0.198 0.043 0.432

5 1/4 127.0 6.3 6.325 0.267 158.103 42.150 0.158 0.042 0.533

6 1/4 152.4 6.3 7.590 0.317 131.752 41.818 0.132 0.042 0.635

1 5/16 25.4 7.9 1.578 0.067 633.714 42.205 0.634 0.042 0.133

1 1/4 5/16 31.7 7.9 1.978 0.079 505.561 40.040 0.506 0.040 0.158

1 1/2 5/16 38.1 7.9 2.368 0.092 422.297 38.851 0.422 0.039 0.184

2 5/16 50.6 7.9 3.162 0.117 316.256 37.002 0.316 0.037 0.234

2 1/2 5/16 63.5 7.9 3.953 0.143 252.972 36.124 0.253 0.036 0.286

3 5/16 76.2 7.9 4.794 0.168 208.594 35.086 0.209 0.035 0.336

4 5/16 101.6 7.9 6.325 0.219 158.103 34.625 0.158 0.035 0.438

1 3/8 25.4 9.5 1.897 0.070 527.148 36.795 0.527 0.037 0.140

1 1/4 3/8 31.7 9.5 2.368 0.082 422.297 34.797 0.422 0.035 0.165

1 1/2 3/8 38.1 9.5 2.843 0.095 351.741 33.486 0.352 0.033 0.190

2 3/8 50.8 9.5 3.795 0.121 263.505 31.779 0.264 0.032 0.241

2 1/2 3/8 63.5 9.5 4.744 0.146 210.793 30.776 0.211 0.031 0.292

3 3/8 76.2 9.5 5.692 0.171 175.685 30.112 0.176 0.030 0.343

4 3/8 101.6 9.5 7.590 0.222 131.752 29.275 0.132 0.029 0.444

5 3/8 127.0 9.5 9.488 0.273 105.396 28.773 0.105 0.029 0.546

6 3/8 152.4 9.5 11.385 0.324 87.835 28.441 0.088 0.028 0.648

1 1/2 25.4 12.7 2.532 0.076 394.945 30.095 0.395 0.030 0.152

1 1/4 1/2 32.7 12.7 3.165 0.091 315.956 28.689 0.316 0.029 0.182

1 1/2 1/2 38.1 12.7 3.798 0.102 263.296 26.751 0.263 0.027 0.203

2 1/2 50.8 12.7 5.060 0.127 197.628 25.099 0.198 0.025 0.254

2 1/2 1/2 63.5 12.7 6.325 0.152 158.103 24.095 0.158 0.024 0.305

3 1/2 76.2 12.7 7.590 0.178 131.752 23.426 0.132 0.023 0.356

4 1/2 101.6 12.7 10.120 0.229 98.814 22.589 0.099 0.023 0.457

5 1/2 127.0 12.7 12.650 0.279 79.051 22.087 0.079 0.022 0.559

6 1/2 152.0 12.7 15.180 0.329 65.876 21.700 0.066 0.022 0.659

1 1/2 5/8 38.0 15.9 4.748 0.108 210.615 22.704 0.211 0.023 0.216

2 5/8 50.4 15.9 6.325 0.133 158.103 20.964 0.158 0.021 0.265

2 1/2 5/8 63.5 15.9 7.903 0.159 126.534 20.094 0.127 0.020 0.318

3 5/8 76.2 15.9 9.487 0.184 105.407 19.416 0.105 0.019 0.368

4 5/8 101.6 15.9 12.650 0.235 79.051 18.577 0.079 0.019 0.470

5 5/8 127.0 15.9 15.813 0.286 63.239 18.074 0.063 0.018 0.572

6 5/8 152.4 15.9 18.974 0.337 52.704 17.740 0.053 0.018 0.673

1 1/2 3/4 38.0 19.0 5.748 0.114 173.974 19.833 0.174 0.020 0.228

2 3/4 50.4 19.0 7.590 0.139 131.752 18.287 0.132 0.018 0.278

2 1/2 3/4 63.5 19.0 9.487 0.165 105.407 17.392 0.105 0.017 0.330

3 3/4 76.2 19.0 11.385 0.190 87.835 16.724 0.088 0.017 0.381

LONGITUD DE SOLERA

POR TONELADA

AREA SUPERFICIAL

POR TONELADA

LONGITUD DE 1 KG DE

SOLERA

AREA SUPERFICIA

L POR KG

LONG. DE 2 JUNTAS DE

SOLDADURA

m ² / TON m ² / KGm sold / m l cuadrado

t

d

M8
rfelix: Considerando 2 Juntas por metro lineal
Page 55: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 COTEMAR S.A

4 3/4 101.6 19.0 15.180 0.241 65.876 15.889 0.066 0.016 0.482

5 3/4 127.0 19.0 18.975 0.292 52.701 15.389 0.053 0.015 0.584

6 3/4 152.4 19.0 22.769 0.343 43.919 15.056 0.044 0.015 0.686

2 1.0 50.8 25.4 10.120 0.152 98.814 15.059 0.099 0.015 0.305

3 1.0 76.2 25.4 15.180 0.203 65.876 13.386 0.066 0.013 0.406

4 1.0 101.6 25.4 20.240 0.254 49.407 12.549 0.049 0.013 0.508

5 1.0 127.0 25.4 25.299 0.305 39.527 12.048 0.040 0.012 0.610

6 1.0 152.4 25.4 30.359 0.356 32.939 11.713 0.033 0.012 0.711

Page 56: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 COTEMAR S.A

JUNTAS/DIA KG/DIA

107.547 33.662

89.529 35.453

77.027 36.203

59.790 37.787

48.997 38.659

41.404 39.169

31.667 40.058

97.714 45.926

82.609 48.987

71.849 50.869

56.623 53.565

46.849 55.470

39.860 56.641

30.755 58.343

25.037 65.095

90.000 56.880

77.027 60.928

67.589 64.074

53.943 68.238

45.000 71.190

38.514 73.060

30.053 76.033

24.499 77.464

20.727 78.660

15.848 80.191

12.828 81.138

10.775 81.783

51.351 81.032

43.182 85.414

37.174 88.028

29.231 92.428

23.950 94.673

20.333 97.476

15.616 98.774

48.997 92.948

41.505 98.283

35.924 102.133

28.358 107.619

23.425 111.127

19.953 113.574

15.392 116.822

12.527 118.861

10.562 120.249

44.882 113.641

37.665 119.210

33.661 127.846

26.929 136.261

22.441 141.939

19.235 145.994

14.961 151.402

12.241 154.843

10.383 157.607

31.725 150.632

25.792 163.133

21.537 170.203

18.567 176.143

14.553 184.098

11.966 189.225

10.160 192.784

30.000 172.440

24.640 187.016

20.727 196.640

17.962 204.499

RENDIMIENTO DE INSP.

POR PT

RENDIMIENTO

CUADRILLA DE INSP. POR

PT

N9
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 57: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

ELABORO: ING. RFPOCT-07 COTEMAR S.A

14.179 215.239

11.712 222.241

9.977 227.159

22.441 227.102

16.831 255.490

13.465 272.523

11.220 283.867

9.618 291.979

Page 58: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

PLACA LISA

ELABORO: ING. RFPOCT-07 Página 58 COTEMAR S.A

PESO APROXIMADO EN KILOS DE PLACA DE ACERO EN MEDIDAS ESTANDARDMEDIDAS pulg 1 15/16 7/8 13/16 3/4 11/16 5/8 9/16 1/2 7/16 3/8 5/16 1/4 3/16

mm 25.4 23.8 22.2 20.6 19.1 17.5 15.9 14.3 12.7 11.1 9.5 7.9 6.4 4.8PIES METROS

3´ X 6´ ( 0.914 X 1.83 ) 333 312 291 271 250 229 208 187 167 146 125 104 83 62

3´ X 8´ ( 0.914 X 2.44 ) 444 416 389 361 333 305 278 250 222 194 167 139 111 83

3´ X 10´ ( 0.914 X 3.05 ) 555 521 486 451 416 382 347 312 278 243 208 173 139 104

4´ X 8´ ( 1.22 X 2.44 ) 592 555 518 481 444 407 370 333 296 259 222 185 148 111

4´ X 10´ ( 1.22 X 3.05 ) 740 694 648 601 555 509 463 416 370 324 278 231 185 132

4´ X 12´ ( 1.22 X 3.66 ) 888 833 777 722 666 611 555 500 444 389 333 278 222 167

5´ X 10´ ( 1.52 X 3.05 ) 925 868 810 752 694 636 578 521 463 405 347 289 231 174

5´ X 15´ ( 1.52 X 4.57 ) 1388 1301 1215 1128 1011 954 868 781 694 607 521 434 347 260

5´ X 20´ ( 1.52 X 6.10 ) 1851 1735 1619 1504 1388 1272 1157 1041 925 810 694 578 483 347

6´ X 12´ ( 1.83 X 3.66 ) 1333 1249 1166 1083 999 916 833 750 666 583 500 416 333 250

6´ X 18´ ( 1.83 X 5.49 ) 1999 1874 1749 1624 1499 1374 1249 1124 999 874 750 625 500 375

6´ X 20´ ( 1.83 X 6.10 ) 2221 2082 1913 1804 1666 1527 1388 1249 1110 972 833 694 555 416

KILOS POR PIE² 18.507 17.350 16.194 15.037 13.880 12.724 11.567 10.410 9.253 8.097 6.940 5.793 4.627 3.470

KILOS POR M² 199.21 186.75 174.31 161.85 149.41 136.96 124.51 112.06 99.61 87.15 74.70 62.25 49.80 37.35

M²/TON 5.01983 5.35475 5.73691 6.17856 6.69299 7.3014 8.03148 8.92379 10.0392 11.4745 13.3869 16.0643 20.0803 26.7738

SEPERFICIE DE 1 KG M²/KG 0.00502 0.00535 0.00574 0.00618 0.00669 0.0073 0.00803 0.00892 0.01004 0.01147 0.01339 0.01606 0.02008 0.02677

10.0397 10.7095 11.4738 12.3571 13.386 14.6028 16.063 17.8476 20.0783 22.9489 26.7738 32.1285 40.1606 53.5475

4.81904 5.14056 5.50743 5.93142 6.42527 7.00935 7.71022 8.56684 9.63759 11.0155 12.8514 15.4217 19.2771 25.7028

2.11361 2.25463 2.41554 2.6015 2.8181 3.07427 3.38168 3.75739 4.22701 4.83136 5.63658 6.7639 8.45487 11.2732

2.67724 2.85587 3.05968 3.29523 3.5696 3.89408 4.28346 4.75936 5.35421 6.11972 7.13967 8.5676 10.7095 14.2793

SUPERFICIE DE UN LADO QUE OCUPA 1 TON.

AREA SUPERFICIAL POR TONELADA AMBOS LADOS PARA CORROSION M2/TON

TIEMPO DE SAND-BLAST Y APLICACIÓN DE PRIMARIO A BORDO

(HRA)M2/TON

TIEMPO DE SAND-BLAST Y APLICACIÓN DE PRIMARIO EN PATIO

(HRA)M2/TON

TIEMPO DE APLICACIÓN DE RECUBRIMIENTO A BORDO (HRA) M2/TON

C28
rfelix: EN TIEMPO EN SAN-BLAST Y PINTAR LA SUPERCICIE M2 QUE CUPA 1 TONELADA EN JORNADAS DE 12 HRAS
C29
rfelix: EN TIEMPO EN SAND-BLAST Y PINTAR LA SUPERCICIE M2 QUE CUPA 1 TONELADA EN JORNADA DE 8 HRAS
C30
rfelix: EN TIEMPO EN PINTAR LA SUPERCICIE M2 QUE CUPA 1 TONELADA EN JORNADA DE 12 HRAS
Page 59: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

PLACA LISA

ELABORO: ING. RFPOCT-07 Página 59 COTEMAR S.A

2.00793 2.1419 2.29476 2.47142 2.6772 2.92056 3.21259 3.56952 4.01566 4.58979 5.35475 6.4257 8.03213 10.7095

NOTAS:

1 EL TIEMPO EN SAN-BLAST Y PINTAR LA SUPERCICIE M2 QUE OCUPA 1 TONELADA EN JORNADAS DE 12 HRAS A BORDO

2 EL TIEMPO EN SAN-BLAST Y PINTAR LA SUPERCICIE M2 QUE OCUPA 1 TONELADA EN JORNADAS DE 8 HRAS EN PATIO

3 EL TIEMPO EN PINTAR LA SUPERCICIE M2 QUE OCUPA 1 TONELADA EN JORNADA DE 12 HRAS A BORDO

4 EL TIEMPO EN PINTAR LA SUPERCICIE M2 QUE OCUPA 1 TONELADA EN JORNADA DE 8 HRAS EN PATIO

TIEMPO DE APLICACIÓN DE RECUBRIMIENTO EN PATIO (HRA) M2/TON

C31
rfelix: EN TIEMPO EN PINTAR LA SUPERCICIE M2 QUE CUPA 1 TONELADA EN JORNADA DE 8 HRAS
Page 60: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

CALIBRES KILOGRAMOS X HOJA

PESO EN

PULGADAS ( MILÉSIMAS ) 4' X 10'

1" 25.4 1 0.99 1.035 569 758.7 2.7871 204.1549 18.9667 0.0049 4.00 3.4200

3/4" 19.05 0.75 0.74 0.78 459.6 612.7 2.7871 164.9026 15.3200 0.0061 4.00 3.4200

5/8" 15.875 0.625 0.615 0.65 383 510.6 2.7871 137.4188 12.7667 0.0073 4.00 3.4200

1/2" 12.7 0.5 0.49 0.52 306.4 408.5 2.7871 109.9351 10.2133 0.0091 4.00 3.4200

3/8" 9.525 0.375 0.365 0.394 229.8 306.4 2.7871 82.4513 7.6600 0.0121 4.00 3.4200

1/4" 6.35 0.25 0.24 0.268 142.3 189.7 2.7871 51.0567 4.7433 0.0196 4.00 3.4200

6 4.94 0.1943 0.1869 0.2017 110.6 147.4 2.7871 39.6828 3.6867 0.0252 4.00 3.4200

3/16" 4.76 0.1875 0.18 0.192 106.7 142.3 2.7871 38.2835 3.5567 0.0261 4.00 3.4200

7 4.55 0.1793 0.1719 0.1868 102 134.7 2.7871 36.5972 3.4000 0.0273 4.00 3.4200

8 4.18 0.1644 0.157 0.1718 93.6 124.7 2.7871 33.5833 3.1200 0.0298 4.00 3.4200

9 3.8 0.1495 0.142 0.1569 85 113.4 2.7871 30.4976 2.8333 0.0328 4.00 3.4200

10 3.42 0.1345 0.1271 0.1419 76.5 102.1 2.7871 27.4479 2.5500 0.0364 4.00 3.4200

1/8" 3.17 0.125 0.122 0.132 71 94.9 2.7871 25.4745 2.3667 0.0393 4.00 3.4200

11 3.04 0.1196 0.1121 0.127 68 90.7 2.7871 24.3981 2.2667 0.0410 4.00 3.4200

12 2.66 0.1046 0.0972 0.112 59.5 79.4 2.7871 21.3484 1.9833 0.0468 4.00 3.4200

13 2.28 0.897 0.0822 0.0971 51 68 2.7871 18.2986 1.7000 0.0546 4.00 3.4200

14 1.9 0.0747 0.071 0.0821 42.5 56.7 2.7871 15.2488 1.4167 0.0656 4.00 3.4200

15 1.71 0.0673 0.0636 0.0709 38.3 51 2.7871 13.7419 1.2767 0.0728 4.00 3.4200

16 1.52 0.0598 0.568 0.0635 34 45.4 2.7871 12.1991 1.1333 0.0820 4.00 3.4200

17 1.37 0.0538 0.0509 0.0567 30.6 40.8 2.7871 10.9792 1.0200 0.0911 4.00 3.4200

18 1.21 0.0478 0.0449 0.0508 27.2 23.3 2.7871 9.7592 0.9067 0.1025 4.00 3.4200

19 1.06 0.0418 0.0389 0.0448 23.8 31.8 2.7871 8.5393 0.7933 0.1171 4.00 3.4200

20 0.91 0.0359 0.0344 0.0388 20.4 27.2 2.7871 7.3194 0.6800 0.1366 4.00 3.4200

21 0.84 0.0329 0.0314 0.0343 18.7 24.9 2.7871 6.7095 0.6233 0.1490 4.00 3.4200

22 0.79 0.0299 0.0284 0.0313 17 22.7 2.7871 6.0995 0.5667 0.1639 4.00 3.4200

23 0.68 0.0269 0.0255 0.0283 15.3 20.4 2.7871 5.4896 0.5100 0.1822 4.00 3.4200

24 0.61 0.0239 0.0225 0.0254 13.6 18.1 2.7871 4.8796 0.4533 0.2049 4.00 3.4200

25 0.53 0.0209 0.0195 0.0224 11.9 15.9 2.7871 4.2697 0.3967 0.2342 4.00 3.4200

26 0.45 0.0179 0.0172 0.0194 10.2 13.6 2.7871 3.6597 0.3400 0.2732 4.00 3.4200

27 0.42 0.0164 0.0157 0.0171 9.35 12.47 2.7871 3.3547 0.3117 0.2981 4.00 3.4200

28 0.38 0.0149 0.0142 0.0156 8.5 11.34 2.7871 3.0498 0.2833 0.3279 4.00 3.4200

29 0.34 0.0135 0.0128 0.0141 7.65 10.2 2.7871 2.7448 0.2550 0.3643 4.00 3.4200

LÁMINA Y PLACA  -  PESOS Y ESPESORES

ESPESORES  EN : TOLERANCIA EN ESPESORES

AREA SUPERFICIAL POR HOJA DE  3' X 10'

KILOS POR PIE²

SEPERFICIE DE 1 KG

LONG. DE 2 JUNTAS DE SOLDADUR

A

RENDIMIENTO DE

INSP. POR PT

MILÍMETROS

MILÉSIMAS DE

PULGADA 3' X 10' M2/HOJA KG/M2 KG/PIE2 M2/KG m sold / m 2

placaJUNTAS/

DIA

M5
rfelix: Considerando 2 Juntas por metro lineal
N6
rfelix: SE TIENE UN RENDIMIENTO DE 13.68 ML/DIA, SE LE DA EL 50% DE GRADO DE DIFICULTAD, POR NO SER LINEAL.
Page 61: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

30 0.3 0.012 0.0113 0.0127 6.8 9.07 2.7871 2.4398 0.2267 0.4099 4.00 3.4200

31 0.27 0.0105 0.01 0.0112 5.95 7.94 2.7871 2.1348 0.1983 0.4684 4.00 3.4200

Page 62: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

KG/DIA

698.2096

563.9668

469.9724

375.9779

281.9834

174.6138

135.7153

130.9296

125.1624

114.8549

104.3020

93.8718

87.1228

83.4416

73.0114

62.5812

52.1510

46.9972

41.7208

37.5487

33.3766

29.2045

25.0325

22.9464

20.8604

18.7744

16.6883

14.6023

12.5162

11.4732

10.4302

9.3872

RENDIMIENTO CUADRILLA

DE INSP. POR PT

Page 63: 8 Perfiles Estructurales Imca Areas y Volumenes en Ton. e Insp x Pt

Elaboro: Ing. Reyes Feliz Perez Cotemar

8.3442

7.3011