ACERO PERFILERIA_v3

RESUMEN DE CANTIDADES

ID Descripción und Cantidad Subtotal

CAPITULOMODULO 1 kg 241MODULO 2 kg 126MODULO 3 kg 126MODULO 4 kg 174ESCALERA kg 120

PESO 787

ID Descripción Cantidad und de 6mkg/m kg pedidoPT25x25x1.5 197.87 33 1.12 221.76PT40x40x2 148.32 25 2.32 348Varilla 1/2" 120.4 21 1 126

0

PESO 695.76

PROYECTO: XXXXXXXXXXXXXXXXCOD: PO-0XX-XX-XX

LISTA DE EMBARQUE

v2.0OBRA: XXXXXXXXXXXXX

ELABORÓ: NELSON GARCÍA

TRANSPORTÓ:

FECHA:

HOJA Nº: 1

LISTA DE EMBARQUE DE ESTRUCTURA

ITEM DESCRIPCIÓN CANT P. Unitario Planta Despacho Estado TIPO TIPO PERFIL / Long./und Long. Total Superficie

TOTAL (Kg) un Fecha un Fecha Peso ESPESOR (mm) (m) (m)

1 0 0 0 FALTAN 0 0 0 0

2 0 0 0 FALTAN 0 0 0 0

3 0 0 0 FALTAN 0 0 0 0

4 0 0 0 FALTAN 0 0 0 0

5 0 0 0 FALTAN 0 0 0 0

6 0 0 0 FALTAN 0 0 0 0

7 0 0 0 FALTAN 0 0 0 0

8 0 0 0 FALTAN 0 0 0 0

9 0 0 0 FALTAN 0 0 0 0

10 0 0 0 FALTAN 0 0 0 0

11 0 0 0 FALTAN 0 0 0 0

12 0 0 0 FALTAN 0 0 0 0

13 0 0 0 FALTAN 0 0 0 0

14 0 0 0 FALTAN 0 0 0 0

15 0 0 0 FALTAN 0 0 0 0

16 0 0 0 FALTAN 0 0 0 0

17 0 0 0 FALTAN 0 0 0 0

18 0 0 0 FALTAN 0 0 0 0

19 0 0 0 FALTAN 0 0 0 0

20 0 0 0 FALTAN 0 0 0 0

21 0 0 0 FALTAN 0 0 0 0

22 0 0 0 FALTAN 0 0 0 0

23 0 0 0 FALTAN 0 0 0 0

24 0 0 0 FALTAN 0 0 0 0

25 0 0 0 FALTAN 0 0 0 0

26 0 0 0 FALTAN 0 0 0 0

27 0 0 0 FALTAN 0 0 0 0

28 0 0 0 FALTAN 0 0 0 0

29 0 0 0 FALTAN 0 0 0 0

30 0 0 0 FALTAN 0 0 0 0

31 0 0 0 FALTAN 0 0 0 0

32 0 0 0 FALTAN 0 0 0 0

32 0 0 0 FALTAN 0 0 0 0

Peso total de este embarque: 0 0Peso acumulado en la obra: 0Piezas totales de este embarque: 0Piezas acumuladas en la obra: 0OBSERVACIONES:

OBRA: EDEQ Sede La Cabaña


(m²)

K14

platina columna viga riostra templete contraviento PERFIL LAMINA

K15


K16


K17


K18


K19


K20


K21


K22


K23


K24


K25


K26


K27


K28


K29


K30


K31


K32


K33


K34


K35


K36


K37


K38


K39


K40


K41


K42


K43


K44


K45


K46


K47


LISTA DE EMBARQUE

v2.0TRANSPORTÓ:

FECHA:

HOJA Nº: 2




1 0 0 0 FALTAN 0 0 0 0

2 0 0 0 FALTAN 0 0 0 0

3 0 0 0 FALTAN 0 0 0 0

4 0 0 0 FALTAN 0 0 0 0

5 0 0 0 FALTAN 0 0 0 0

6 0 0 0 FALTAN 0 0 0 0

7 0 0 0 FALTAN 0 0 0 0

8 0 0 0 FALTAN 0 0 0 0

9 0 0 0 FALTAN 0 0 0 0

10 0 0 0 FALTAN 0 0 0 0

11 0 0 0 FALTAN 0 0 0 0

12 0 0 0 FALTAN 0 0 0 0

13 0 0 0 FALTAN 0 0 0 0

14 0 0 0 FALTAN 0 0 0 0

15 0 0 0 FALTAN 0 0 0 0

16 0 0 0 FALTAN 0 0 0 0

17 0 0 0 FALTAN 0 0 0 0

18 0 0 0 FALTAN 0 0 0 0

19 0 0 0 FALTAN 0 0 0 0

20 0 0 0 FALTAN 0 0 0 0

21 0 0 0 FALTAN 0 0 0 0

22 0 0 0 FALTAN 0 0 0 0

23 0 0 0 FALTAN 0 0 0 0

24 0 0 0 FALTAN 0 0 0 0

25 0 0 0 FALTAN 0 0 0 0

26 0 0 0 FALTAN 0 0 0 0

27 0 0 0 FALTAN 0 0 0 0

28 0 0 0 FALTAN 0 0 0 0

29 0 0 0 FALTAN 0 0 0 0

30 0 0 0 FALTAN 0 0 0 0

31 0 0 0 FALTAN 0 0 0 0

32 0 0 0 FALTAN 0 0 0 0

32 0 0 0 FALTAN 0 0 0 0


OBRA: EDEQ Sede La Cabaña


TRANSPORTÓ:

FECHA:

(m²)

K70


K71


K72


K73


K74


K75


K76


K77


K78


K79


K80


K81


K82


K83


K84


K85


K86


K87


K88


K89


K90


K91


K92


K93


K94


K95


K96


K97


K98


K99


K100


K101


K102


K103


LISTA DE EMBARQUE

v2.0HOJA Nº: 3




1 0 0 0 FALTAN 0 0 0 0

2 0 0 0 FALTAN 0 0 0 0

3 0 0 0 FALTAN 0 0 0 0

4 0 0 0 FALTAN 0 0 0 0

5 0 0 0 FALTAN 0 0 0 0

6 0 0 0 FALTAN 0 0 0 0

7 0 0 0 FALTAN 0 0 0 0

8 0 0 0 FALTAN 0 0 0 0

9 0 0 0 FALTAN 0 0 0 0

10 0 0 0 FALTAN 0 0 0 0

11 0 0 0 FALTAN 0 0 0 0

12 0 0 0 FALTAN 0 0 0 0

13 0 0 0 FALTAN 0 0 0 0

14 0 0 0 FALTAN 0 0 0 0

15 0 0 0 FALTAN 0 0 0 0

16 0 0 0 FALTAN 0 0 0 0

17 0 0 0 FALTAN 0 0 0 0

18 0 0 0 FALTAN 0 0 0 0

19 0 0 0 FALTAN 0 0 0 0

20 0 0 0 FALTAN 0 0 0 0

21 0 0 0 FALTAN 0 0 0 0

22 0 0 0 FALTAN 0 0 0 0

23 0 0 0 FALTAN 0 0 0 0

24 0 0 0 FALTAN 0 0 0 0

25 0 0 0 FALTAN 0 0 0 0

26 0 0 0 FALTAN 0 0 0 0

27 0 0 0 FALTAN 0 0 0 0

28 0 0 0 FALTAN 0 0 0 0

29 0 0 0 FALTAN 0 0 0 0

30 0 0 0 FALTAN 0 0 0 0

31 0 0 0 FALTAN 0 0 0 0

32 0 0 0 FALTAN 0 0 0 0

32 0 0 0 FALTAN 0 0 0 0


(m²)

K126


K127


K128


K129


K130


K131


K132


K133


K134


K135


K136


K137


K138


K139


K140


K141


K142


K143


K144


K145


K146


K147


K148


K149


K150


K151


K152


K153


K154


K155


K156


K157


K158


K159


TABLAS DE FABRICACION

MARCA CANT DESCRIPCION PESO/UND PESO AREA LONG.

MODULO 1 1 und VARIOS 241 kg/und 241 kg 39.0m2 2ITEM MARCA CANT DESCRIP LONG ANCHO e Norma P.TEOR P U POS P T POS SUP/UN SUP. LONG.

(mm) (mm) (mm) (kg/m;kg/m2) (kg) (kg) m2/m m2 ml

CP 6 PT25x25x1.5 4400 A36 1.12 4.93 29.58 0.1 2.6 26.4MONTANTE 14 PT40x40x2 2200 A36 2.32 5.1 71.4 0.16 4.9 30.8PRESILLA 11 PT25x25x1.5 720 A36 1.12 0.81 8.91 0.1 0.8 7.92CELOSIA 1 2 PT25x25x1.5 684 A36 1.12 0.77 1.54 0.1 0.1 1.368CELOSIA 2 7 PT25x25x1.5 943 A36 1.12 1.06 7.42 0.1 0.7 6.601

DIAGONAL 1 7 PT25x25x1.5 1442 A36 1.12 1.62 11.34 0.1 1 10.094DIAGONAL 2 7 PT25x25x1.5 1280 A36 1.12 1.43 10.01 0.1 0.9 8.96

RECUB. 1 4 PL1000x2000x0.9mm 1000 2000 0.9 A36 7.19 14.38 57.52 4 16 4RECUB. 2 2 PL200x2000x0.9mm 200 2000 0.9 A36 7.19 2.88 5.76 0.8 1.6 0.4RECUB. 3 4 PL1000x1200x0.9mm 1000 1200 0.9 A36 7.19 8.63 34.52 2.4 9.6 4RECUB. 4 2 PL1000x200x0.9mm 1000 200 0.9 A36 7.19 1.44 2.88 0.4 0.8 2

PESO TEORICO NETO 241 39 102.543TORNILLERIA Y SOLDADURA 3% 7

PESO TOTAL 248PREPARACIÓN DE SUPERFICIE PINTURA SOLDADURA

SP3-Limpieza Mecánica Anticorrosivo ELECTRODO E60XXRADIOGRAFIA Acabado ELECTRODO E70XX

NO ELECTRODO E70XXW


MODULO 2 1 und VARIOS 126 kg/und 126 kg 9.4m2 17.92ITEM MARCA CANT DESCRIP LONG ANCHO e Norma P.TEOR P U POS P T POS SUP/UN SUP. LONG.


CP 1 2 PT40x40x2 4400 A36 2.32 10.21 20.42 0.16 1.4 8.8CP 2 2 PT25x25x1.5 4400 A36 1.12 4.93 9.86 0.1 0.9 8.8

MONTANTE 14 PT40x40x2 2000 A36 2.32 4.64 64.96 0.16 4.5 28PRESILLA 1 9 PT25x25x1.5 720 A36 1.12 0.81 7.29 0.1 0.6 6.48PRESILLA 2 2 PT40x40x2 720 A36 2.32 1.67 3.34 0.16 0.2 1.44DIAGONAL 2 14 PT25x25x1.5 1280 A36 1.12 1.43 20.02 0.1 1.8 17.92

PESO TEORICO NETO 126 9.4 71.44TORNILLERIA Y SOLDADURA 3% 4



NO ELECTRODO E70XXW




CP 1 2 PT40x40x2 4400 A36 2.32 10.21 20.42 0.16 1.4 8.8CP 2 2 PT25x25x1.5 4400 A36 1.12 4.93 9.86 0.1 0.9 8.8

MONTANTE 14 PT40x40x2 2000 A36 2.32 4.64 64.96 0.16 4.5 28PRESILLA 1 9 PT25x25x1.5 720 A36 1.12 0.81 7.29 0.1 0.6 6.48PRESILLA 2 2 PT40x40x2 720 A36 2.32 1.67 3.34 0.16 0.2 1.44DIAGONAL 2 14 PT25x25x1.5 1280 A36 1.12 1.43 20.02 0.1 1.8 17.92




NO ELECTRODO E70XXW




CP 1 2 PT40x40x2 4400 A36 2.32 10.21 20.42 0.16 1.4 8.8CP 2 6 PT25x25x1.5 4400 A36 1.12 4.93 29.58 0.1 2.6 26.4

MONTANTE 14 PT40x40x2 2200 A36 2.32 5.1 71.4 0.16 4.9 30.8PRESILLA 1 20 PT25x25x1.5 720 A36 1.12 0.81 16.2 0.1 1.4 14.4PRESILLA 2 2 PT40x40x2 720 A36 2.32 1.67 3.34 0.16 0.2 1.44CELOSIA 1 2 PT25x25x1.5 684 A36 1.12 0.77 1.54 0.1 0.1 1.368CELOSIA 2 8 PT25x25x1.5 943 A36 1.12 1.06 8.48 0.1 0.8 7.544

DIAGONAL 1 7 PT25x25x1.5 1442 A36 1.12 1.62 11.34 0.1 1 10.094DIAGONAL 2 7 PT25x25x1.5 1280 A36 1.12 1.43 10.01 0.1 0.9 8.96

ELEM. 1 1 PT25x25x1.5 640 A36 1.12 0.72 0.72 0.1 0.1 0.64ELEM. 2 1 PT25x25x1.5 721 A36 1.12 0.81 0.81 0.1 0.1 0.721


PROYECTO: XXXXXXXXXXXXXXXXCOD: PO-0XX-XX-XX

e = 75 me = 75 m

e = 75 me = 75 m

e = 75 me = 75 m

H9

A36 A572 Gr50 A507 Gr50 A500 GrC A53 GrB A1008 Gr50 A1011 Gr50 SAE1020 SAE1045 A307 A325 A449

H10


H11


H12


H13


H14


H15


H16


H17


H18


H19


H20


H32


H33


H34


H35


H36


H37


H38


H50


H51


H52


H53


H54


H55


H56


H68


H69


H70


H71


H72


H73


H74


H75


H76


H77


H78


H79




NO ELECTRODO E70XXW


ESCALERA 1 und 1/2" 120 kg/und 120 kg 0.0m2 60.2ITEM MARCA CANT DESCRIP LONG ANCHO e Norma P.TEOR P U POS P T POS SUP/UN SUP. LONG.


PASOS 25 1/2" 1400 A36 1.994 2.79 69.75 0 0 35CP 3 1/2" 8400 A36 1.994 16.75 50.25 0 0 25.2

PESO TEORICO NETO 120 0 60.2TORNILLERIA Y SOLDADURA 3% 4



NO ELECTRODO E70XXW

932.341

e = 75 me = 75 m

e = 75 me = 75 m

H91


H92


H93


TABLAS DE FABRICACION

mNOTAS

PerfilPerfilPerfilPerfilPerfilPerfilPerfil

PlatinaPlatinaPlatinaPlatina

mNOTAS

PerfilPerfilPerfilPerfilPerfilPerfil

mNOTAS

PerfilPerfilPerfilPerfilPerfilPerfil

mNOTAS

PerfilPerfilPerfilPerfilPerfilPerfilPerfilPerfilPerfilPerfilPerfil

O9

Platina Perfil Varilla Perno

O10


O11


O12


O13


O14


O15


O16


O17


O18


O19


O20


O32


O33


O34


O35


O36


O37


O38


O50


O51


O52


O53


O54


O55


O56


O68


O69


O70


O71


O72


O73


O74


O75


O76


O77


O78


O79


mNOTAS

VarillaVarilla

O91


O92


O93


PERFILES EUROPEOSPERFIL I LIVIANO DE ALAS PARALELAS EUROPEOPERFILES IPE

DESIGNACIÓN DIMENSIONES AREA PESO PROPIEDADES ELÁSTICAS MODULOAltura Ala Distancias Eje X-X Eje Y-Y PLASTICO

h s b t r c d Ix Sx rx Iy Sy ry Zx Zymm mm mm mm mm mm mm cm2 kg/m cm4 cm3 cm cm4 cm3 cm cm3 cm3

IPE80 80 3.8 46 5.2 5 69.6 59.6 7.64 6 80.1 20 3.24 8.5 3.7 1.05 23.2 5.8IPE100 100 4.1 55 5.7 7 88.6 74.6 10.3 8.1 171 34.2 4.07 15.9 5.8 1.24 39.4 9.1IPE120 120 4.4 64 6.3 7 107.4 93.4 13.2 10.4 318 53 4.9 27.7 8.6 1.45 60.7 13.6IPE140 140 4.7 73 6.9 7 126.2 112.2 16.4 12.9 541 77.3 5.74 44.9 12.3 1.65 88.3 19.2IPE160 160 5 82 7.4 9 145.2 127.2 20.1 15.8 869 109 6.58 68.3 16.7 1.84 124 26.1IPE180 180 5.3 91 8 9 146 146 23.9 18.8 1317 146 7.42 101 22.2 2.05 166 34.6IPE200 200 5.6 100 8.5 12 159 159 28.5 22.4 1943 194 8.26 142 28.5 2.24 221 44.6IPE220 220 5.9 110 9.2 12 177.6 177.6 33.4 26.2 2772 252 9.11 205 37.3 2.48 285 58.1IPE240 240 6.2 120 9.8 15 190.4 190.4 39.1 30.7 3892 324 9.97 284 47.3 2.69 367 73.9IPE270 270 6.6 135 10.2 15 249.6 219.6 45.9 36.1 5790 429 11.2 420 62.2 3.02 484 97IPE300 300 7.1 150 10.7 15 278.6 248.6 53.8 42.2 8356 557 12.5 604 80.5 3.35 628 125IPE330 330 7.5 160 11.5 18 307 271 62.6 49.1 11770 713 13.7 788 98.5 3.55 804 154IPE360 360 8 170 12.7 18 334.6 298.6 72.7 57.1 16270 904 15 1043 123 3.79 1019 191IPE400 400 8.6 180 13.5 21 373 331 84.5 66.3 23130 1156 16.5 1318 146 3.95 1307 229IPE450 450 9.4 190 14.6 21 420.8 378.8 98.8 77.6 33740 1500 18.5 1676 176 4.12 1702 276IPE500 500 10.2 200 16 21 468 426 116 90.7 48200 1928 20.4 2142 214 4.31 2194 336IPE550 550 11.1 210 17.2 24 515.6 467.6 134 106 67120 2441 22.3 2668 254 4.45 2787 401

IPE600 600 12 220 19 24 562 514 156 122 92080 3069 24.3 3387 308 4.66 3512 486IPE750x137IPE750x147IPE750x161IPE750x173IPE750x185IPE750x196

IPE750x210

CONSTORS

Jtcm4

0.71.2

1.742.453.6

4.796.989.0712.915.920.128.137.351.166.989.3123

165

RESISTENCIA DE PERNOS

ACERO RESITENCIA A LA TENSIÓN APLASTAMIENTO0 ASTM Resistencia (Mpa) Resistencia (Mpa)1 A615 G40 0.75 253 0.75 1342 A307 0.75 310 0.75 1653 A325 0.75 620 0.75 3304 A325* 0.75 620 0.75 4155 A449 0.75 780 0.75 4156 A449* 0.75 780 0.75 520

LAMINAS HOT ROLLEDACERO LIM. ELAST. RESIST. TRAC. USO

0 ASTM Mpa Mpa1 A36 253 550 General2 A283 GC 205 450 Tanques almacenamiento3 A285 GC 205 515 Recipientes a presion de baja y 1/2 resist.4 A131 GA 235 490 Construccion naval5 A516 G7 260 620 Recipientes a presion de alta resist.6 A514 GA 600 850 Resistencia a la abrasión

2Espesor Peso

Milimetro Calibre Pulgada kg/m20.90 20 7.190.90 20 7.19

1.90 14 14.92

2.50 19.63

2.66 12 20.89

3.00 11 23.56

3.17 1/8" 24.9

4.00 31.42

4.50 35.34

4.76 3/16" 37.38

5.00 39.27

6.00 47.12

6.35 1/4" 49.87

7.94 5/16" 62.36

8.00 62.83

9.00 70.69

9.53 3/8" 74.85

10.00 78.54

Coeficiente f Coeficiente f

12.00 94.25

12.70 1/2" 99.75

13.00 102.1

15.00 117.81

15.88 5/8" 124.72

16.00 125.66

19.00 149.23

19.05 3/4" 149.62

22.00 172.79

22.23 7/8" 174.59

25.00 196.35

25.40 1" 199.49

31.75 1 1/4" 249.36

32.00 251.33

38.00 298.45

38.10 1 1/2" 299.24

50.00 392.7

50.80 2" 398.98

62.00 486.95

63.50 2 1/2" 498.73

75.00 589.0576.20 3" 598.47

100.00 785.4101.60 4" 797.96

BARRAS DE REFUERZO

DESIG. DIAM PLG DIMENSIONES NOMINALESDiametro Area Perimetro Masamm mm2 mm kg/m

Nº2 1/4 1/4 6.4 32 20.1 0.251Nº3 3/8 3/8 9.5 71 29.8 0.557Nº4 1/2 1/2 12.7 127 39.9 0.997Nº5 5/8 5/8 15.9 199 50 1.562Nº6 3/4 3/4 19.1 287 60 2.253Nº7 7/8 7/8 22.2 387 69.7 3.038Nº8 1 1 25.4 507 79.8 3.98

Nº9 1 1/8 1 1/8 28.6 642 89.8 5.04Nº10 1 1/4 1 1/4 31.8 794 99.9 6.233Nº11 1 3/8 1 3/8 34.9 957 109.6 7.512Nº12 1 1/2 1 1/2 38.1 1140 119.7 8.949Nº13 1 5/8 1 5/8 41.3 1340 129.7 10.519Nº14 1 3/4 1 3/4 44.5 1555 139.8 12.207Nº15 1 7/8 1 7/8 47.6 1780 149.5 13.973Nº16 2 2 50.8 2027 159.6 15.912Nº17 2 1/8 2 1/8 54.0 2290 169.6 17.977Nº18 2 1/4 2 1/4 57.2 2570 179.7 20.175

ANGULOS DE ALAS IGUALES

DesignaciónDIMENSIONES

Altura = Ala Radios Distancias Gramil

h (mm) tw (mm) r1 (mm) x=y (mm) g (mm)

L3/4"x1/8" 25.40 3.17 3.20 7.60 17.90 10.70 15.00

L1"x1/4" 19.05 6.35 3.20 8.60 17.90 12.10 15.00

L1"x1/8" 25.40 3.17 3.20 7.60 17.90 10.70 15.00

L1"x3/16" 25.40 4.76 3.20 8.10 17.90 11.40 15.00

L1 1/2"x1/4" 38.10 6.35 4.70 11.90 26.90 16.80 20.00

L1 1/2"x1/8" 38.10 3.17 4.70 10.70 26.90 15.10 20.00

L1 1/2"x3/16" 38.10 4.76 4.70 11.20 26.90 15.80 20.00

L1 1/4"x1/4" 31.75 6.35 4.70 10.20 22.40 14.40 18.00

L1 1/4"x1/8" 31.75 3.17 4.70 8.90 22.40 12.50 18.00

L1 1/4"x3/16" 31.75 4.76 4.70 9.70 22.40 13.70 18.00

L2"x1/4" 50.80 6.35 6.30 15.00 35.80 21.00 30.00

L2"x1/8" 50.80 3.17 6.30 14.00 35.80 19.70 30.00

L2"x3/16" 50.80 4.76 6.30 14.50 35.80 20.00 30.00

L2"x3/8" 50.80 9.53 6.30 16.30 35.80 23.00 30.00

L2"x5/16" 50.80 7.94 6.30 15.50 35.80 21.80 30.00

ew (mm) ez (mm)

L2 1/2"x1/4" 63.50 6.35 6.30 18.30 44.90 25.40 35.00

L2 1/2"x3/16" 63.50 4.76 6.30 17.50 44.90 24.70 35.00

L2 1/2"x3/8" 63.50 9.53 6.30 19.30 44.90 27.10 35.00

L2 1/2"x5 16" 63.50 7.94 6.30 18.80 44.90 26.40 35.00

L3"x1/2" 76.20 12.70 7.90 23.60 53.80 33.20 40.00

L3"x1/4" 76.20 6.35 7.90 21.30 53.80 29.70 40.00

L3"x3/16" 76.20 4.76 7.90 20.80 53.80 29.40 40.00

L3"x3/8" 76.20 9.53 7.90 22.60 53.80 31.40 40.00

L3"x5/16" 76.20 7.94 7.90 22.10 53.80 30.40 40.00

L4"x1/2" 101.60 12.70 9.50 29.90 71.80 42.10 50.00

L4"x1/4" 101.60 6.35 9.50 27.70 71.80 39.10 50.00

L4"x3/8" 101.60 9.53 9.50 28.90 71.80 40.30 50.00

L4"x5/16" 101.60 7.94 9.50 28.40 71.80 40.10 50.00

L4"x5/8" 101.60 15.88 9.50 31.20 71.80 43.90 50.00

L5"x1/2" 127.00 12.70 12.70 36.30 89.60 51.20 60.00

L5"x3/8" 127.00 9.53 12.70 35.30 89.60 49.70 60.00

L6"x1" 152.40 25.40 12.70 47.20 107.60 66.60 70.00

L6"x1/2" 152.40 12.70 12.70 42.70 107.60 60.30 70.00

L6"x3/4" 152.40 19.05 12.70 45.20 107.60 63.80 70.00

L6"x3/8" 152.40 9.53 12.70 41.60 107.60 58.80 70.00

L6"x5/8" 152.40 15.88 12.70 43.90 107.60 62.00 70.00

MASA

Kg/m

0.88

2.22

1.19

1.73

3.48

1.83

2.68

2.86

1.5

2.2

4.75

2.46

3.63

5.83

6.1

4.61

8.78

7.44

13.99

7.29

5.52

10.72

9.08

19.05

9.82

14.58

12.2

23.36

24.11

16.3

55.66

29.17

42.71

22.17

36.01

ACERO PERFILERIA_v3

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Transcript of ACERO PERFILERIA_v3