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21, Manipar House, 1st Floor, 1st Parsiwada Lane, Opp. V. P. Road Police Station, Mumbai - 400004. - +91-22-67438446 • - +91-22-66581621 • - +91-9987013449 - [email protected] / [email protected] www.heubachint.com www.heubachint.in @ - • REMI • RATNAMANI • SURAJ • PRAKASH • TUBACEX • JFE STEEL CORPORATION • WELSPUN • DALMINE • V & M • BALCO • NALCO • JINDAL STAINLESS LTD (JSL ) • ARCELOR • ACRONI • DKC • ACERINOX • SUMITOMO METALS • NIPPON • BAW STEEL • ISMT • M. S. L. • JINDAL SAW • HINDALCO “we deliver only quality goods as we care for nature” C AN ISO 9001 : 2008 CERTIFIED COMPANY AVAILABLE MATERIALS MAKES Exporters , Stockists & Suppliers of : Ferrous & Non-Ferrous Raw Materials :- Stainless Steel, Alloy Steel , Carbon Steel & High Nickel Alloys Sheets, Plates , Coils , Pipes & Tubes & All Types of Pipe fittings
11

“we deliver only quality goods as we care for nature” · C [email protected] 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

Oct 13, 2020

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Page 1: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

21, Manipar House, 1st Floor, 1st Parsiwada Lane,

Opp. V. P. Road Police Station, Mumbai - 400004.

- +91-22-67438446 • - +91-22-66581621 • - +91-9987013449

- [email protected] / [email protected]

www.heubachint.com

www.heubachint.in @ -

• REMI

• RATNAMANI

• SURAJ

• PRAKASH

• TUBACEX

• JFE STEEL CORPORATION

• WELSPUN

• DALMINE

• V & M

• BALCO

• NALCO

• JINDAL STAINLESS LTD (JSL )

• ARCELOR

• ACRONI

• DKC

• ACERINOX

• SUMITOMO METALS

• NIPPON

• BAW STEEL

• ISMT

• M. S. L.

• JINDAL SAW

• HINDALCO

“we deliver only quality goods as we care for nature”

C

AN ISO 9001 : 2008 CERTIFIED COMPANY

AVAILABLE MATERIALS MAKES

Exporters , Stockists & Suppliers of :

Ferrous & Non-Ferrous Raw Materials :-

Stainless Steel, Alloy Steel , Carbon Steel & High Nickel Alloys

Sheets, Plates , Coils , Pipes & Tubes & All Types of Pipe fittings

Page 2: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

Contact :- +91 998 701 3449

List of third party inspection agency with whom we workThird Party

Page 3: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

[email protected]

www.heubachint.com1

Heubach

“Providing the best solutions in Steel”

COMPANY PROFILE

Contact :- +91 998 701 3449

“SUPER QUALITY CROWN AWARDS”

“THE BIZZ AWARDS 2014”

n

Page 4: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

Schedule 5S Schedule 10S Schedule 40S Schedule 80S Schedule 160S

[email protected]

www.heubachint.com2

0

Schedule

Contact :- +91 998 701 3449

Page 5: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

[email protected]

www.heubachint.com3

100%Hydrostatic test

176

Flare Test

Tension TestFlange Test CERW onlyHardness TestReverse Flattering Test100%Hydrostate Test

t

-

Contact :- +91 998 701 3449

0.0.0.0.0.0.

Tubes

d

U

88.9 -168.9 excl.

Hardness Test

T

Page 6: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

[email protected]

www.heubachint.com

Contact :- +91 998 701 3449

4

20

5

515

205

310

A 5

16

550-6

90

-A B C

-

0.4

1

Cla

ss 1

Cla

ss 1

Cla

ss 2

Cla

ss 2

IS-2

002-6

2 S

TE

EL

PL

AT

ES

FO

R B

OIL

ER

S

Summary

max2

01H

B

max2

02H

B

max2

17H

B

max2

17H

Bm

ax2

17H

B

max2

17H

Bm

ax2

01H

B

max9

2H

RB

max9

2H

RB

max9

5H

RB

max9

5H

RB

max9

5H

RB

max9

5H

RB

max9

2H

RB

max9

2H

RB

CLA

SS

1

CLA

SS

2

max2

01H

B

2 5 7 9 11 12 21

22

005-0

.21

0.1

5

0.1

5

0.1

5

0.0

4-0

.17

0.0

4-0

.17

0.0

5-0

.17

0.5

5-0

.80

0.3

0-0

.60

0.4

0-0

.65

0.0

35

0.0

4

0.0

30

0.0

35

0.0

40

0.1

5-0

.40

0.0

30

0.0

50

1.0

0

1.0

0

0.0

40.5

0-0

.80

0.0

40.1

5-0

.40

0.0

35

0.5

0

0.5

0

0.5

0-0

.80

0.4

5-0

.60

4.0

0-6

.00

0.4

5-0

.65

6.0

0-8

.00

0.4

5-0

.65

8.0

0-1

0.0

0.9

0-1

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1.0

0-1

.50

0.4

5-0

.65

0.8

0-1

.15

0.4

5-0

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2.7

5-3

.25

0.9

0-1

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.50

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0.3

0-0

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0.3

0-0

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0.3

0-0

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0.3

0-0

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0.0

35

0.0

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0.0

35

0.0

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0.0

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.0 .0

Page 7: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

[email protected]

www.heubachint.com5

360

210

--

- - - - - - - - - - --

- - - - - - - - - - --- - - - -

--

- -

- - - - - - - - - - --

- - - - - - - --

0.9

0M

ax

--

SP

EC

IFIC

AT

ION

Seam

less

0.8

0

Contact :- +91 998 701 3449

BS /

-

Page 8: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

Contact :- +91 998 701 3449

[email protected]

www.heubachint.com 6

MA

TE

RIA

L S

PE

CIF

ICA

TIO

N F

OR

SE

AM

LE

SS

/WE

LD

ED

BU

TT-W

EL

DIN

G P

IPE

- F

ITT

ING

S.

28

Y.

16

2 3 1 2 3

- -

.0 .0 .0 .0

Page 9: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

[email protected]

www.heubachint.com7

U. S

. A. /

GR

OS

SB

RIT

AIN

NIE

U. S

. A. /

GR

AN

DE

-BR

ETA

GN

E U

. S. A

. / G

RE

AT

BR

ITA

IN

Ana

lyse

Ana

lyse

Com

posi

tion

Han

dels

beze

ichn

ung

Des

igna

tion

com

mer

cial

Com

mer

cial

des

igna

tion

Mon

el 4

00M

onel

401

Mon

el 4

04M

onel

502

Mon

el K

-500

Mon

el R

-405

Has

tallo

y B

Has

tallo

y B

2H

asta

lloy

CH

asta

lloy

C4

Has

tallo

y C

276

C % 0.12

0.10

0.15

0.10

0.18

0.16

0.10

0.02

0.07

0.01

50.

02H

asta

lloy

FH

asta

lloy

GH

asta

lloy

G-2

Has

tallo

y N

Has

tallo

y S

Has

tallo

y W

Has

tallo

y X

Inco

loy

800

Inco

loy

800

HIn

colo

y 80

1In

colo

y 80

2In

colo

y 80

4In

colo

y 80

5In

colo

y 81

0

Inco

loy

825

Inco

loy

825

CP

Inco

loy

840

Inco

loy

901

Inco

loy

901

Mod

Inco

loy

903

Inco

loy

904

Inco

loy

DS

Inco

loy

MA

956

Inco

loy

600

Inco

loy

601

Inco

loy

604

Inco

nel 6

10In

cone

l 617

Inco

nel 6

25In

cone

l 671

Inco

nel 7

00In

cone

l 702

Inco

nel 7

05

0.02

0.05

0.03

0.06

0.02

0.06

0.10

0.04

0.08

0.05

0.35

0.05

0.12

0.25

0.04

0.04

0.08

0.05

0.05

0.02

0.02

0.06 -

0.05

0.05

0.04

0.20

0.07

0.05

0.05

0.12

0.01

0.30

Co % - - - - - -

1.25 1.0

1.25 2.0

2.5

1.25 2.5 -

0.25 2.0

1.25 1.5 - - - - - - - - - - - -

15.0

14.0 - - - - - -

12.5 - -

28.5 - -

Cr. % - - - - - -

0.60 1.0

16.0

14.0

-18.

014

.0-1

6.5

22.0

21.0

-23.

523

.0-2

6.0

7.0

15.5

5.0

22.0

21.0

21.0

20.5

21.0

29.5

7.5

21.0

18.0

20.0

15.5

23.0

15.8

21.0

21.5

20.0

12.5

12.5 - -

15.5

22.0

21.5

48.0

15.0

15.6

15.5

Mo. % - - - - - -

28.0

26.0

-30.

017

.014

.0-1

7.0

15.0

-17.

06.

55.

5-7.

55.

0-7.

016

.514

.524

.59.

0 - - - - -0.

50 - - - - - -3.0

3.0 - 6.0

5.80 - - - 9.0

9.0 -

3.75 - -

Ni

% 65.0

43.0

52.0

-57.

063

.0-7

0.0

64.0

66.0

Res

t/Bal

Res

t/Bal

Res

t/Bal

Res

t/Bal

Res

t/Bal

Res

t/Bal

Res

t/Bal

47.0

-52.

0R

est/B

alR

est/B

alR

est/B

alR

est/B

al

32.0

32.0

32.0

32.0

41.0

36.0

32.0

37.0 -

75.0

60.0

Res

t/Bal

42.0

42.0

20.0

Res

t/Bal

Res

t/Bal

38.0

33.0

Res

t/Bal

54.0

61.0

51.0

46.0

Res

t/Bal

Res

t/Bal

V % - - - - - -0.

30 -0.

30 -0.

35 - - - - 0.6 - - - - - - - - - - - - - -- - - - - - - - - - - - - -

W % - - - - - - - - 40 -3.

0-4.

50.

50 1.0 -

0.20 1.0 -

0.60 - - - - - - - - - - - -- - - - - - - - - - - - - -

Ai

% - -0.

052.

5-3.

52.

8 - - - - - - - - - -0.

20 - - 0.3

0.3 - 0.6

0.3 - - - 4.5 - 1.4 -- - -

0.15 - 0.7 - - 1.0

0.40 - 3.0

3.4 -

Cu % 32.0

53.0

Res

t/Bal

Res

t/Bal

30.0

31.0 - - - - - -

1.5-

2.5

0.70

-1.5

00.

10 - - - - - - - -0.

100.

50 - - - -0.

102.0

2.2 - - - – -

0.10 - - -

0.05

0.10

0.50

Nb/

Cb

Ta % - - - - - - - - - - -

Nb

2.10

Nb1

.75-

2.5

- - - - - - - - - - - - - - - -N

b 2.

0

-N

b 0.

9- - -

Nb

3.0

-

Nb

1.0

-N

b 3.

65- - - -

Ti % - - -05

00.

6 - - - -0.

70 - - -0.

70-1

.50

- - -18

.5

0.4

0.4

1.1

0.7

0.6 - - - 0.5 - - -1.0 - -

2.70 2.9

1.4

1.7 - -

0.40

0.35

2.20

0.70 -

Fe % 1.5

0.75

0.50 2.0

1.0

1.2

5.50 2.0

5.75 3.0

4.0-

7.0

21.0

18.0

-21.

0R

est/B

al3.

03.

05.

5

45.0

45.0

45.0

45.0

25.4

Res

t/Bal

Res

t/Bal

42.0

74.4

8.0

14.0

7.20

30.0

30.0

Res

t/Bal

34.0

34.0

41.0

50.0

9.0 -- 2.5 -- 0.

700.

35 8.0

Sons

itge

Autre

s-O

ther

%M

in 1

.0Si

0.2

5' M

in; 2

.25

Mn0

.10;

Si 0

.10;

S 0

.010

Mn

1.5;

Si 0

.5; S

0.01

0 M

n 0.

8M

n 1.

0; S

0.0

4M

n 0.

80; S

i 0.7

0M

n 1.

0, S

i 0.1

0M

n 0.

80, S

i 0.7

0M

n 1.

0, S

i 0.0

8M

n 1.

0, S

i 0.0

8M

n 1.

50, S

i 0.0

5M

a 1.

0-2.

0, p

0.0

4 Si

1.0

, 8.0

.03

Mn

1.0,

Si 1

.0M

n 0.

40, S

i 0.2

5, B

0.0

1M

n 0.

50, S

i 0.4

0, B

0.0

009,

La

0.02

Mn

0.05

0, S

i 0.5

0M

n 0.

050,

Si 0

.50

–-- -- -- -- --

Mn

0.60

, Si 0

.50

Mn

0.90

, Si 0

.80

-- --M

n 1.

0, S

i 1.0

Mn

0.24

, Si 0

.12,

B 0

.15

Mn

0.09

, Si 0

.08,

B 0

.15

-- --

Mn

1.0,

Si 2

.3Y

2.03

-0.5

-- --M

n 0.

20, S

i 0.2

0M

n 0.

90, S

i 2.0

--M

n 0.

50, S

i 0.5

0--

Mn

0.10

, Si 0

.30

Mn

0.05

, Si 0

.20

Mn

0.90

, Si 5

.5

CHEMICAL COMPOSITION OF MONEL, HASTEALLOY, INCOLOY & INCONEL

Contact :- +91 998 701 3449

Page 10: “we deliver only quality goods as we care for nature” · C mahendra@heubachint.com 8 STRUCTURAL SECTIONS BEAMS PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005) Sl

C

[email protected]

www.heubachint.com8

STRUCTURAL SECTIONSBEAMS

PARALLEL FLANGE UNIVERSAL BEAMS: UB SERIES (AS PER BS4-1-2005)

Sl

1

2

3

4

5

6

7

8

9

Section

UB

UB

UB

UB

UB

UB

UB

UB

UB

Size

203 x 133

254 x 146

305 x 165

356 x 171

406 x 178

457 x 152

457 x 191

533 x 210

610 x 229

Unit Weight (Kg/mtr)

25.1, 30

31.1, 37, 43

40.3, 46.1, 54

45, 51, 57, 67.1

54.1, 60.1, 67.2, 74.2

52.3, 59.8, 67.2, 74.2, 82.1

67.1, 74.3, 82.0, 89.3, 98.3

82.2, 92.1, 101, 109, 122

101.2, 113, 125.1, 139.9

PARALLEL FLANGE /BEAMS: NPB SERIES (AS PER IS:12778) AND IPE SERIES (AS PER EN-19-57)

Sl

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

Section

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

NPB

IPEAA, IPEA, IPE 100

IPEAA, IPEA, IPE 120

IPEAA, IPEA, IPE 140

IPEAA, IPEA, IPE 160

IPEAA, IPEA, IPE IPEO 180

IPEAA, IPEA, IPE IPEO 200

IPEAA, IPEA, IPE IPEO 220

IPEAA, IPEA, IPE IPEO 240

IPEAA, IPE IPEO 270

IPEAA, IPE IPEO 300

IPEAA, IPE IPEO 330

IPEAA, IPE IPEO 360

IPEAA, IPE IPEO 400

IPEAA, IPE IPEO 450

IPEAA, IPE IPEO 500

IPEAA, IPE IPEO 600

Size

100 x55

120 x 60

140 x 70

160 x 80

180 x 90

200 x 100

200 x 130

200 x 110

240 x 120

270 x 135

300 x 150

350 x 170

400 x 180

450 x 190

500 x 200

600 x 220

Unit Weight (Kg/mtr)

8.1

10.4

12.9

15.8

15.4, 18.8, 21.3

18.4, 22.4, 25.1

27.2, 32

22.2, 26.2, 29.3

26.1, 30.7, 34.3

30.7, 36.1, 42.3

36.5, 42.2, 49.3

50.2, 57.1, 66

57.4, 66.3, 75.7

67.2, 77.6, 92.4

79.4, 90.7, 107.3

107.6, 122.4, 154.5

6.7, 6.9, 8.1

8.4, 8.7, 10.4

10.1, 10.5, 12.9

12.1, 12.7, 15.8

14.9, 15.4, 18.8, 21.3

18, 18.4, 22.4, 25.1

21.2, 22.2, 26.2, 29.4

24.9, 26.2, 30.7, 34.3

30.7, 36.1, 42.3

36.5, 42.2, 49.3

43, 49.1, 57

50.2, 57.1, 66

57.4, 66.3, 75.7

67.2, 77.6, 92.4

79.4, 90.7, 107

107.6, 122.4, 154.5

PARALLEL FLANGE H BEAMS : WPB SERIES (AS PER IS:12778) AND HE SERIES (AS PER EN-53-62)

Sl

1

2

3

4

5

6

7

8

9

10

Section

WPB

WPB

WPB

WPB

WPB

HEAA, HEA, HEB, HEM 320

HEAA, HEA, HEB, HEM 600

HEAA, HEA, HEB, HEM 700

HEAA, HEA, HEB, HEM 800

HEA, HEB, HEM 900

Size

320 x 300

600 x 300

700 x 300

800 x 300

900 x 300

Unit Weight (Kg/mtr)

74.2, , 97.6, 127, 245

129, 178, 212, 285

150, 204, 241, 301

172, 224, 262, 317, 373

252, 291, 333

74.2, 97.6, 127, 245

129, 178, 212, 285

150, 204, 241, 301, 373

172, 224, 262, 317

252, 291, 333

COLUMNS

PARALLEL FLANGE UNIVERSAL COLUMNS; UC SERIES (AS PER BS4-1:2005)

Sl

1

2

3

4

5

6

Section

UC

UC

UC

UC

UC

UC

Size

152 x 152

203 x 203

254 x 254

305 x 305

356 x 368

356 x 406

Weight (Kg/mtr)

23, 30, 37

46.1, 52, 60, 71, 86

73.1, 88.9, 107.1, 132, 167

96.9, 117.9, 136.9, 158.1, 198.1, 240, 282.9

129, 152.9, 177, 201.9

235, 287

CHANNELS

INDIAN STANDARD MEDIUM CHANNELS ; ISMC SERIES (AS PER IS-808)

Sl

1

2

3

4

5

6

7

8

9

10

11

Section

ISMC

ISMC

ISMC

ISMC

ISMC

ISMC

ISMC

ISMC

ISMC

ISMC

ISMC

Size

75 x 40

100 x 50

125 x 65

150 x 75

175 x 75

200 x 75

250 x 80

250 x 82

300 x 90

300 x 92

400 x 100

Unit Weight (Kg/mtr)

7.34

9.56

13.1

16.8

19.6

22.3

26.1

30.6

36.3

41.50

50.1

EQUAL ANGLES

INDIAN STANDARD ANGLES (AS PER IS-808)*

Sl

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

Section

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

ISA

Size

45 x 45

50 x 50

50 x 55

60 x 60

65 x 65

70 x 70

75 x 75

80 x 80

90 x 90

100 x 100

110 x 110

120 x 120

130 x 130

150 x 150

200 x 200

250 x 250

Thickness (mm)

3,4,5,6

3,4,5,6,8

4,5,6,7

4,5,6,8

5,6,8,10

5,6,8,10

5,6,8,10

6,8,10

6,8,10,12

6,7,8,10,12

8,10,12

8,10

8,10,12,16

10,12,14,15,16,18,20

12,16,18,20,24,25

25,28,32,35

Unit Weight (Kg/mtr)

2.1,2.7, 3.4,4.0

2.3,3,3.8,4.5,5.8

3.3,4.1,4.9,6.4

3.7,4.5,5.4,7.0

4.0,4.9,5.8,7.7,9.4

5.3,6.3,8.3,10.2

5.7,6.8,8.9,11

7.3,9.6,11.8,14.0

8.2,10.8,13.4,15.8

9.2,10.7,12.1,14.9,17.7

8,10,12,13.4,16.6,19.7

14.7,18.2

15.9,19.7,23.5,30.7

22.9,27.3,33.8,35.8,40.1,44.1

36.9,48.5,54.3,60,71.7,73.9

93.6,104,118,128

Contact :- +91 998 701 3449

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