Tabel Besi

A

StaSec

H xmm

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

J

Angle (

andard ctional Dimen

x B mm x m t

25 x 25 30 x 30 40 x 40 40 x 40 40 x 40 45 x 45 45 x 45 50 x 50 50 x 50 50 x 50 60 x 60 60 x 60 60 x 60 65 x 65 65 x 65 65 x 65 70 x 70 75 x 75 75 x 75 75 x 75 80 x 80 90 x 90 90 x 90 90 x 90 90 x 90

100 x 100 100 x 100 100 x 100 120 x 120 120 x 120 120 x 120 130 x 130 130 x 130 130 x 130 150 x 150 150 x 150 150 x 150 175 x 175 175 x 175 200 x 200 200 x 200 200 x 200 250 x 250 250 x 250

JIS3192 -

(Hot R

sions

mm r1 mm

r2 mm

3 4 2

3 4 2

3 4.5 2

4 4.5 2

5 4.5 3

5 6.5 3

4 6.5 3

4 6.5 3

5 6.5 3

6 6.5 4.

4 6.5 3

5 6.5 3

6 8 4

5 8.5 3

6 8.5 4

8 8.5 6

6 8.5 4

6 8.5 4

9 8.5 6

12 8.5 6

6 8.5 4

6 10 5

7 10 5

10 10 7

13 10 7

7 10 5

13 10 7

10 10 7

8 12 5

11 13 6.

12 13 6.

9 12 6

12 12 8.

15 12 8.

12 14 7

15 14 1

19 14 1

12 15 1

15 15 1

15 17 1

20 17 1

25 17 1

25 24 1

35 24 1

Metric Si

Rolled)

Section

Area UW

m A cm2 K

2 1.427 2 1.727 2 2.336 2 2.336 3 3.755 3 4.302 3 3.492 3 3.892 3 4.802 .5 5.644 3 4.692 3 5.802 4 6.91 3 6.367 4 7.527 6 9.761 4 8.127 4 8.727 6 12.69 6 16.56 4 9.23 5 10.55 5 12.22 7 17 7 21.71 5 13.62 7 24.31 7 19 5 18.76 .5 25.37 .5 27.54 6 22.74 .5 29.76 .5 36.75 7 34.77 0 42.74 0 53.38 1 40.52 1 50.21 2 57.75 2 76 2 93.75 2 119.4 8 162.6

ize

)

Unit Weight

CenGrav

Kg/m Cx =

1.12 0

1.36 0

1.83 1

1.83 1

2.95 1

3.38 1

2.74 1

3.06 1

3.77 1

4.43 1

3.68 1

4.55 1

5.4 5 1

5.91 1

7.66 1

6.38 1

6.85 2

9.96 2

13 2

7.32 2

8.28 2

9.59 2

13.3 2

17 2

10.7 2

19.1 2

14.9 2

14.7 3

19.9 21.6 17.9 3

23.4 3

28.8 3

27.3 4

33.6 4

41.9 31.8 4

39.4 4

45.3 5

59.7 5

73.6 5

93.7 128 7

Inform

ter of vity

GeomInertia

= Cy cm Ix = Iy

cm4

.719 0.79

.844 1.42

1.09 3.53

1.09 3.53

1.17 5.42

1.28 7.91

1.24 6.5

1.37 9.06

1.41 11.1

1.44 12.6

1.61 16

1.66 19.6

1.7 22.7

1.77 25.3

1.81 29.4

1.88 36.8

1.93 37.1

2.06 46.1

2.17 64.4

2.29 81.9

2.18 56.4

2.42 80.7

2.46 93

2.57 125

2.69 156

2.71 129

2.94 220

2.82 175

3.24 258

3.3 340

3.4 367

3.53 366

3.64 467

3.76 568

4.14 740

4.24 888

4.4 109

4.73 117

4.85 144

5.46 218

5.67 282

5.86 342

7.1 695

7.45 911

mative Referen

metrical Momena

y Max Iu

cm4 97 1.26

2 2.26

3 5.6

3 5.6

2 8.59

1 12.5

5 10.3

6 14.4

1 17.5

6 20

25.4

6 31.2

79 36.16

3 40.1

4 46.6

8 58.3

1 58.9

1 73.2

4 102

9 129

4 89.6

7 128

148

5 199

6 248

9 205

0 348

5 278

8 410

0 541

7 583

6 583

7 743

8 902

0 1180

8 1410

0 1730

0 1860

0 2290

0 3470

0 4490

0 5420

0 11000

0 14400

nce

nt of Rad

Min Iv

cm4 Ix =cm

0.332 0.

0.59 0.

1.46 1

1.46 1

2.25 1

3.29 1

2.7 1

3.76 1

4.58 1

5.23 1

6.62 1

8.09 1

9.42 1

10.5 1

12.2 1

15.3 1

15.3 2

19 2

26.7 2

34.5 2

23.2 2

33.4 2

38.3 2

51.7 2

65.3 2

53.2 3

91.1

72 3

106 3

140 3

151 3

150 4

192 3

234 3

304 4

365 4

451 4

480 5

589 5

891 6

1160 6

1410 6

2860 7

3790 7

dius of Gyratio

= Iy

Max Iu

cm .747 0.94

.908 1.14

1.23 1.55

1.23 1.55

1.2 1.51

1.36 1.71

1.36 1.72

1.53 1.92

1.52 1.91

1.5 1.88

1.85 2.33

1.84 2.32

1.82 2.29

1.99 2.51

1.98 2.49

1.94 2.44

2.14 2.69

2.3 2.9

2.25 2.84

2.22 2.79

2.46 3.1

2.77 3.48

2.76 3.48

2.71 3.42

2.68 3.38

3.08 3.88

3 3.78

3.04 3.83

3.71 4.67

3.66 4.62

3.65 4.6

4.01 5.06

3.96 5

3.93 4.95

4.61 5.82

4.56 5.75

4.52 5.69

5.38 6.78

5.35 6.75

6.14 7.75

6.09 7.68

6.04 7.61

7.63 9.62

7.49 9.42

on of Area ZcMoS

Min Iv

cm 0.48 0.58 0.79 0.79 0.77 0.87 0.88 0.98 0.98 0.96 1.19 1.18 1.17 1.28 1.27 1.25 1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.73 1.98 1.94 1.95 2.38 2.35 2.35 2.57 2.54 2.53 2.96 2.92 2.91 3.44 3.48 3.93 3.9

3.88 4.89 4.83

Zx = Zy

cm3

Modulus of Section

0.448 0.661 1.21 1.21 1.91 2.46

2 2.49 3.08 3.55 3.66 4.52 5.28 5.35 6.26 7.96 7.33 8.47 21.1 15.7 9.7 12.3 14.2 19.5 24.8 17.7 31.1 24.4 29.5

39.36 42.68 38.7 49.9 41.6 68.1 82.6 103 91.8 114 150 197 242 388 519

EQUAL ANGLE (Hot Rolled)

S I Z E Weight Kg/m Kg/6m Kg/12m

L 45 x 45 x 4 2.74 16.5 33 L 50 x 50 x 4 3.06 18.5 37 L 50 x 50 x 5 3.77 22.62 45.24 L 60 x 60 x 5 4.55 27.5 55 L 60 x 60 x 6 5.42 32.5 65 L 65 x 65 x 5 5 30 60 L 65 x 65 x 6 5.91 35.5 71 L 70 x 70 x 6 6.38 38.5 77 L 70 x 70 x 7 7.38 44.5 89 L 75 x 75 x 6 6.85 41 82 L 90 x 90 x 6 8.28 49.5 99 L 90 x 90 x 7 9.6 58 115 L 90 x 90 x 8 10.8 65 130 L 90 x 90 x 9 12.2 73 146 L 90 x 90 x 10 13.3 80 160 L 90 x 90 x 13 17 102 204 L 100 x 100 x 7 10.7 64 128 L 100 x 100 x 8 12.1 73 146 L 100 x 100 x 9 13.5 81 162 L 100 x 100 x 10 14.9 89.5 179 L 100 x 100 x 12 17.8 107 214 L 100 x 100 x 13 19.1 114.6 229 L 120 x 120 x 8 14.7 88 176 L 120 x 120 x 10 18.2 109 218 L 120 x 120 x 11 19.9 119.5 239 L 120 x 120 x 12 21.6 130 260 L 130 x 130 x 9 17.9 107.5 215 L 130 x 130 x 10 19.7 118 236 L 130 x 130 x 12 23.4 140.5 281 L 150 x 150 x 10 23 138 276 L 150 x 150 x 12 27.3 164 328 L 150 x 150 x 15 33.6 202 404 L 175 x 175 x 12 31.8 191 382 L 175 x 175 x 15 39.4 236.5 473 L 180 x 180 x 14 38 228 456 L 200 x 200 x 15 45.3 272 544 L 200 x 200 x 20 59.7 358 716 L 200 x 200 x 25 73.6 442 884 L 250 x 250 x 25 93.7 562 1124 L 250 x 250 x 35 128 768 1536

UNEQUAL ANGLE (Hot Rolled)


L 125 x 75 x 8 12.2 73 146 L 125 x 75 x 9 13.49 81 162 L 125 x 75 x 10 14.9 89 178 L 150 x 90 x 9 16.4 98.5 197 L 150 x 90 x 10 18.1 109 218 L 150 x 90 x 12 21.6 129.5 259

Sect

Orig

mm

100

150

150

200

200

250

250

300

300

350

350

400

450

500

600

588

400

700

800

St

No

Dimm

10

12

15

15

17

20

25

30

35

40

tional Index ginal Cell For

m mm

x 100 150 x 10

x 75 225 x 75

x 150 225 x 15

x 100 300 x 10

300 x 99

x 200 300 x 20

x 125 375 x 12

375 x 12

x 250 375 x 25

x 150 450 x 15

450 x 14

x 300 450 x 30

x 175 525 x 17

525 x 17

x 350 525 x 35

x 200 600 x 20

600 x 19

x 200 675 x 20

x 200 750 x 20

x 200 900 x 20

x 300 900 x 30

x 400 600 x 40

x 300 1050 x 300

x 300 1200 x 300

tandard Section

ominal H

imensional m mm

00 x 100 1010

25 x 125 1212

50 x 100 1510

50 x 150 1515

75 x 175 1717

00 x 200 2020

50 x 250 2525

00 x 300 3030

50 x 350 3535

00 x 400 4040

ght

rm Wei Origi

H

Kg/m mm

00 16.27 100 5 12.78 150 50 29.75 150 00 19.44 200 9 16.54 198 00 47.1 200 25 26.98 250 24 23.33 248 50 68.32 250 50 33.55 300 49 29.17 298 00 88.76 300 75 45.11 350 74 37.65 346 50 129.25 350 00 59.94 400 99 51.37 396 00 68.66 450 00 80.28 500 00 94.11 600 00 136.46 588 00 162.21 400

165.42 700

185.76 800

nal Dimension

x B t1

m mm

00 x 00 6

25 x 25 6.5

50 x 00 6

50 x 50 7

75 x 75 7.5

00 x 00 8

50 x 50 9

00 x 00 10

50 x 50 12

00 x 00 13

Depth of Section W

inal Cell Form

H DC m mm

150 10

225 75

225 15

300 10

300 99

300 20

375 12

375 12

375 25

450 15

450 14

450 30

525 17

525 17

525 35

600 20

600 19

675 20

750 20

900 20

900 30

600 40

1050 30

1200 30

n

t2

mm

8

9

9

10

11

12

14

15

19

21

Width of Thic

Section Web

B t1 mm mm

00 6 5 5 50 7 00 5.5 9 4.5 00 8 25 6 24 5 50 9 50 6.5 49 5.5 00 10 75 7 74 6 50 12 00 8 99 7 00 9 00 10 00 11 00 12 00 13 00 13

00 14

Sect

Are

r A

mm cm2

10 21.9

10 30.3

11 26.8

11 40.1

12 51.2

13 63.5

16 92.1

18 119

20 173

22 218

ckness

Corner

Flange Radius

t2 r

mm mm

8 10

7 8

10 11

8 11

7 11

12 13

9 12

8 12

14 16

9 13

8 13

15 18

11 14

9 14

19 20

13 16

11 16

14 18

16 20

17 22

20 28

21 22

24 28

26 28

tion

ea Unit

Weight

2 kg/m

90 17.20

31 23.80

84 21.10

14 31.50

21 40.20

53 49.90

18 72.40

9.80 94.00

.9 137.00

.7 172.00

C

C

H

H

Depth of Cell Form

DepCell

Hole T

Ds Dt

mm m

103 23

155 35

155 35

206 47

210 45

206 47

258 59

262 57

258 59

309 70

313 68

309 70

361 82

369 78

361 82

412 94

421 90

464 106

515 117

618 141

643 128

412 94

722 164

825 188

Geometrica

Moment Of

lx cm4 ly

383 1

847 2

1,020 1

1,640 5

2,880 9

4,720 1

10,800 3

20,400 6

40,300 1

66,600 2

Cell F

Cell Form

H-Bea

H-Beam -

pth of Form

Depth Between

Tee Flanges

tee Dbflange

mm mm

134 2

211 2

205 4

284 3

286 2

276 7

357 4

359 3

347 1

432 5

434 4

420 1

503 7

507 6

487 1

574 1

578 8

647 1

718 1

866 1

860 2

558 2

1002 2

1148 3

Info

al Radiu

f Inertia Gyra

y cm4 ix cm

34 4.18

293 5.29

51 6.17

63 6.39

984 7.50

,600 8.62

,650 10.80

6,750 13.10

3,600 15.20

22,400 17.50

orm

m - JISG 3

am

- JIS G319

Section Area

Max Min

Gross Net

cm2 cm2

25 18.8

21.7 14

45.6 34.7

32.8 21.5

27.9 18.4

71.8 55.3

45.4 29.9

39.2 26.1

103.8 80.6

56.8 36.7

49.4 32.2

135.3 104.3

75.8 50.5

63.8 41.6

195.5 152.3

100.6 67.6

86.9 57.4

117.6 75.9

140 88.4

168.4 100.4

231.1 153.9

245.5 191.9

282.4 188.6

325.1 209.7

rmative Refere

us Of

ation Of Area

m iy cm

2.47

3.11

2.37

3.75

4.38

5.02

0 6.29

0 7.51

0 8.84

0 10.10

101

92

Moment of Ine

IX IY

cm4 cm

908.9 134 1586.2 49.5 3897.8 563 4322.8 134 3732.3 114 11159.9 1600 9516.5 294 8351.7 255 25510.2 3650 16943.9 508 14905.3 442 47919.5 6750 31912.4 984 26499.6 792 95108.4 13599.

55799 1740 47743 1450 78909.5 1870 113123.5 2140 184605.2 2279.9

286789.2 9019.9

157075.6 22399.

473991 10799.

691563.8 11699.

ence

Modulus Of

Section Zx cm3 Zy

76.50 26

136.00 47

138.00 30

219.00 75

330.00 11

472.00 16

867.00 29

1,360.00 45

2,300.00 77

3,330.00 11

ertia Radius of

Y iX m4 cm

7 10.7 10.6 14.2 14.2 14.2 17.8 17.9 17.8 21.5 21.5 21.4 25.1 25.2

9 25 28.7 28.8 32.2 35.8

42.9 43.2 9 28.6 9 50.1

8 57.4

y cm3

.7

.00

.10

.10

2.00

0.00

2.00

0.00

6.00

20.00

f Gyration Modu

iY ZX

cm cm

2.7 121.2

1.9 141

4 346.5

2.5 288.2

2.5 248.8

5.4 744

3.1 507.5

3.1 445.4

6.7 1360.

3.7 753.1

3.7 662.5

8 2129.

4.4 1215.

4.4 1009.

9.5 3623.

5.1 1860

5 1591.

5 2338.

4.9 3016.

4.8 4102.

7.7 6373.

10.8 5235.

7.6 7028.

7.5 11526

ulus of Section

X ZY

m3 cm3

2 26.8

13.2

75.1

2 26.8

8 23

160

47

4 41.1

5 292

67.7

59.3

8 450

7 112.5

5 91

2 777.1

174

4 145.7

1 187

6 214

3 228

1 601.3

9 1120

4 720

6.1 780

Sect

Orig

mm

100

150

150

200

200

250

250

300

300

350

350

400

450

500

600

588

400

700

800

Sec

mm

K 1

K 2

K 1

K 2

K 2

K 3

K 2

K 3

K 3

K 4

K 3

K 4

K 5

K 6

K 5

K 7

K 8

tional Index ginal Caste

m mm

x 100 150 x

x 75 225 x

x 150 225 x

x 100 300 x

297 x

x 200 300 x

x 125 375 x

372 x

x 250 375 x

x 150 450 x

447 x

x 300 450 x

x 175 525 x

519 x

x 350 525 x

x 200 600 x

594 x

x 200 675 x

x 200 750 x

x 200 900 x

x 300 882 x

x 400 600 x

x 300 1050

x 300 1200

ctional Index H

m m

150 x 75 200 x 100 198 x 99 250 x 125 248 x 124 300 x 150 298 x 149 350 x 175 346 x 174 400 x 200 396 x 199 450 x 200 500 x 200 600 x 200 588 x 300 700 x 300 800 x 300

Weight

ellated

Kg/m

x 100 17.2 x 75 14 x 150 31.5 x 100 21.3 x 99 18.2 x 200 49.9 x 125 29.6 x 124 25.7 x 250 72.4 x 150 36.7 x 149 32 x 300 94 x 175 49.6 x 174 41.4 x 350 137 x 200 66 x 199 56.6 x 200 76 x 200 89.6 x 200 106 x 300 151 x 400 172

0 x 300 185 0 x 300 210

Standa

Depth of Section

W

H B mm mm

150 200 198 250 248 300 298 350 346 400 396 450 500 600 588 700 800

Depth of Section

Original Castellat

H DC mm mm

100 150 150 225 150 225 200 300 198 297 200 300 250 375 248 372 250 375 300 450 298 447 300 450 350 525 346 519 350 525 400 600 396 594 450 675 500 750 600 900 588 882 400 600 700 1050 800 1200

ard Sectional im

Width of Section Web

t1 m mm

75 5

100 5

99 4

125 6

124 5

150 6

149 5

175 7

174 6

200 8

199 7

200 9

200 1

200 1

300 1

300 1

300 1

n Width of

ted Section

B mm

100 75 150 100 99 200 125 124 250 150 149 300 175 174 350 200 199 200 200 200 300 400 300 300

ension

Thickness b Flang

t2 mm 5 7 .5 8

4.5 7 6 9 5 8

6.5 9 .5 8 7 11 6 9 8 13 7 11 9 14 10 16 11 17 12 20 13 24 14 26

Thickness

Web Flange

t1 t2

mm mm

6 8

5 7

7 10

5.5 8

4.5 7

8 12

6 9

5 8

9 14

6.5 9

5.5 8

10 15

7 11

6 9

12 19

8 13

7 11

9 14

10 16

11 17

12 20

13 21

13 24

14 26

CornerRadiusge

r

mm

8

11

11

12

12

13

13

14

14

16

16

18

20

22

28

28

28

Kin

King

Corner Depth o

Castellate

Radius Hole

r Ds

mm mm

10 105

8 154

11 154

11 205

11 202

13 205

12 254

12 253

16 254

13 305

13 302

18 305

14 354

14 350

20 354

16 405

16 401

18 454

20 505

22 605

28 593

22 405

28 705

28 805

Sectional Area r

s

A

cm2 k

35.7

54.32

46.36

75.32

65.36

93.56

81.6

126.28

105.36

168.24

144.32

193.52

228.4

268.8

385

471

534.8

Hon

Hone

ng Cro

g Cross - J

of ed

Depth of Castellated

Tee

Dtee

mm

22.5

35.5

35.5

47.5

47.5

47.5

60.5

59.5

60.5

72.5

72.5

72.5

85.5

84.5

85.5

97.5

96.5

110.5

122.5

147.5

144.5

97.5

172.5

197.5

Unit Weight

IX

kg/m cm4

28

42.6

36.4

59.2

51.4

73.4

64

99.2

82.8

132

113.2

152

179.2

212

302

369.7 2

419.8 3

ney Co

ey Comb -

oss

JIS 3101

Depth Between

Flanges M

Dbflange Gro

mm cm

134 24.9

211 21.6

205 45.39

284 32.66

283 27.64

276 71.53

357 45.16

356 38.88

347 103.4

432 56.53

431 49

420 134.8

503 75.39

501 63.06

487 194.9

574 100.1

572 86.02

647 117.0

718 139.2

866 167.4

842 227.7

558 244.7

1002 281

1148 323.4

Geometrical Mof Inertia

IY

cm

716

1,974

1,694

4,344

3,765

7,718

6,762

14,554

11,892

25,440

21,450

35,370

29,940

79,880

127,020

211,800

303,700

omb

- JIS 3101

Section Area Max Min

oss Net m2 cm2

18.57 13.85

9 34.54 6 21.36 4 18.5 3 55.09 6 29.86 8 26.21 43 80.48 3 36.67

32.33 8 104.25 9 50.54 6 42

9 152.3 12 67.68 2 57.92 01 76.06 2 88.65 4 100.8 78 156.56 7 191.99

189.29 4 210.63

Informa

Moment a

R

Y iX

m4 cm

767

2,095

1,778

4,567

3,924

8,073

7,024

15,128 12,321 26,519 22,267 36,851 52,189 83,229 132,585 220,791 315,027

1

Moment of Inertia

IX IY cm4 cm4

905.3 134 1579.7 49.5 3889.6 563 4306.8 134 3643.9 114 11139 1600.1

9491.5 294.1

8189.6 255 25477.5 3650.2

16895.1 508.1

14664 442 47854.8 6750.3

31847.5 984.1

25819.2 792.1

95013.1 13600.

55683.6 1740.2

46656.1 1450.1

78747.4 1870.3

122855.7 2140.5

184103 2280.8

274532.9 9021 156913.2 22400.

473222.7 10801.

690341.9 11702.

ative Reference

Radius of Gyratiof Area

iY

m cm

4.48 4

6.03 6

6.04 6

7.59 7

7.59 7

9.08 9

9.1 9

10.75 10

10.62 10

12.3 12

12.19 12

13.52 13

14.79 1

17.24 17

18.16 18

21.21 21

23.83 24

Radius of Gyration

iX iY Z

cm cm c

7 2.7 12

10.7 1.9 14

10.6 4 34

14.2 2.5 28

14 2.5 24

14.2 5.4 74

17.8 3.1 50

17.7 3.1 44

17.8 6.7 13

21.5 3.7 75

21.3 3.7 65

21.4 8 21

25.1 4.4 12

24.8 4.3 99

6 25 9.4 36

28.7 5.1 18

28.4 5 15

32.2 5 23

35.7 4.9 30

42.7 4.8 40

41.9 7.6 62

8 28.6 10.8 52

5 50 7.6 90

2 57.2

ion Moof S

Y ZX

m cm3

4.64 95.4

6.21 197.4

6.23 171.1

7.79 347.5

7.75 303.6

9.29 514.5

9.28 453.8

0.95 831.7

0.62 687.4

2.55 1,272.0

2.19 1,083.3

3.52 1,572.0

5.7 1,997.6

7.24 2,662.7

8.16 4,320.4

1.65 6,051.4

4.27 7,592.5

Modulus of Section

ZX ZY

cm3 cm3

20.7 26.8

40.4 13.2

45.7 75.1

87.1 26.8

45.4 23

42.6 160

06.2 47

40.3 41.1

58.8 292

50.9 67.7

56.1 59.3

26.9 450

213.2 112.5

95 91

619.5 777.2

856.1 174

570.9 145.7

33.3 187

009.5 214

091.2 228.1

225.2 601.4

230.4 1120

013.8 720.1

odulus Section

ZY

cm3

99.1

203.9

175.6

356.9

310.2

526.9

462.9

847.5

700.0

1,299.9

1,105.1

1,605.7

2,046.6

2,724.4

4,419.5

6,193.3

7,740.2

SecInd

mm

Q 1

Q 2

Q 1

Q 2

Q 2

Q 3

Q 2

Q 3

Q 3

Q 4

Q 3

Q 4

Q 5

Q 6

Q 5

Q 7

Q 8

SecInd

mm

T 5

T 6

T 7

T 7

T 1

T 9

T 8

T 1

T 1

T 1

T 1

T 1

T 1

T 1

T 1

T 1

T 1

T 2

T 1

T 2

T 2

T 2

T 3

T 2

T 3

T 4

Stand

ctional dex

Depthof Sectio

H m mm 150 x 75 150 200 x 100 200 198 x 99 198 250 x 125 250 248 x 124 248 300 x 150 300 298 x 149 298 350 x 175 350 346 x 174 346 400 x 200 400 396 x 199 396 450 x 200 450 500 x 200 500 600 x 200 600 588 x 300 588 700 x 300 700 800 x 300 800

S

ctional dex

DoS

H

m m

50 x 100 5

62.5 x 125 6

75 x 75 7

75 x 150 7

00 x 100 1

99 x 100 9

87.5 x 175 8

00 x 200 1

25 x 125 1

24 x 124 1

25 x 250 1

50 x 150 1

49 x 149 1

50 x 300 1

75 x 175 1

73 x 174 1

75 x 350 1

200 x 200 2

98 x 199 1

200 x 400 2

225 x 200 2

250 x 200 2

300 x 200 3

294 x 300 2

350 x 300 3

400 x 300 4

dard Sectional Di

h

on Width of Section

Thi

We

B t1 mm mm

75 5 100 5.5

99 4.5

125 6 124 5 150 6.5

149 5.5

175 7 174 6 200 8 199 7 200 9 200 10

200 11

300 12

300 13

300 14

Standard Sectiona

Depth f

Section Width oSection

H B mm mm

0 100 2.5 125 5 75 5 150 00 100 9 100 7.5 175 00 200 25 125 24 124 25 250 50 150 49 149 50 300 75 175 73 174 75 350 00 200 98 199 00 400 25 200 50 200 00 200 94 300 50 300 00 300

imension ickness eb

m

al Dimension

of

CRFlange

t2 r

mm m

7 8 7 9 8 9 8 11 9 13 11 14 16 2

17 2

20 2

24 2

26 2

Thic

Web

t1 mm

6 6.5 5 7 5.5 4.5 7.5 8 6 5 9 6.5 5.5 10 7 6 12 8 7 13 9 10 11 12 13 14

Corner Radius

SectiArea

r A

mm cm2

8 26.78

11 40.74

11 34.77

12 56.49

12 49.02

13 70.17

13 61.2

14 94.71

14 79.02

16 126.1

16 108.2

18 145.1

20 171.3

22 201.6

28 288.7

28 353.2

28 401.1

ckness CornRadib Flange

t2 r

mm mm

8 10

9 10

7 8

10 11

8 11

7 11

11 12

12 13

9 12

8 12

14 16

9 13

8 13

15 18

11 14

9 14

19 20

13 16

11 16

21 22

14 18

16 20

17 22

20 28

24 28

26 28

Qu

Quee

T-B

T-Bea

ional a

Unit Weight

C

x

kg/m m

8 21 5

4 32 7

7 27.3 7

9 44.4 9

2 38.5 9

7 55.1 1

48.1 1

1 74.4 1

2 62.1 1

18 99.1 1

24 85 1

14 114 1

3 134.5 1

6 158.3 1

75 226.7 2

25 277.4 24

1 315 2

nerius

SectionalArea

A

cm2

10.95

15.16

8.93

20.07

13.58

11.59

25.61

31.77

18.83

16.34

46.09

23.39

20.4

59.9

31.57

26.34

86.95

42.06

36.08

109.35

48.38

57.1

67.2

96.25

117.75

133.7

een Cr

en Cross -

Beam

am - JIS3

Center of Gravity

y

mm mm

7.3 75

6.6 100

6.1 99

5.9 125

5.4 124

14.7 150

14.2 149

34.5 175

33.3 173

53.9 200

52.8 198

59.3 225

65.2 250

75.7 300

29.7 294

43.7 350

55.1 400

Unit Weight

Cen

y

kg/m mm

8.6 40

11.9 50.

7 57

15.75 61.

10.65 71.

9.1 78.

20.1 72

24.95 82.

14.8 97.

12.85 97.

36.2 104

18.35 115

16 116

47 125

24.8 137

20.7 136

68.85 146

33 157

28.3 156

86 167

38 173

44.8 190

53 221

75.5 233

92.5 274

105 308

ross

JIS 3101

192

Informative Re

y Geometrical Mof Inertia

IX

cm4

691

1,907

1,637

4,197

3,670

7,464

6,545

14,092

11,496

24,570

20,725

34,436

48,871

78,739

122,509

206,406

297,859

nter of Gravity

m

6

3

7

1

7

2

7

4.2

5.9

6.4

5.3

7.5

6

6.4

7.7

6.3

7.9

3.5

0.5

1.6

3.2

4.5

8.3

eference

Moment

IY cm4 310 848 722 1,844 1,599 3,260 2,842 6,096 4,978 10,661 8,984 15,472 20,386 32,097 53,713 86,629 121,518

Infor

GeomMomInerti

IX cm4 16 35 42 66 114 94 114 184 248 207 411 463 393 796 814 678 1515

1395

1193

2470

2155

3210

5786

6695

1201

1878

Radius of Gyrof Area

iX cm 5.08 6.84 6.86 6.82 8.65 10.31 10.34 12.2 12.07 13.95 13.84 15.4 16.89 19.76 20.6 24.17 27.25

rmative Referenc

metrical ment of ia

RadiGyraof A

IY iX cm4 cm 67 1.2

147 1.51

25 2.18

282 1.81

67 2.9

58 2.84

492 2.11

801 2.41

147 3.63

127 3.56

1825 2.98

254 4.45

221 4.39

3378 3.64

492 5.08

396 5.07

6794 4.17

868 5.76

723 5.75

0 11207 4.75

936 6.67

0 1071 7.5

6 1139 9.29

4509 8.34

5 5412 10.1

87 5866 11.8

ration Modof S

iY ZX

cm cm3

3.4 92.1

4.56 190

4.56 165

5.71 335

5.71 296

6.82 497

6.81 439

8.02 805

7.94 664

9.19 1,22

9.11 1,04

10.02 1,53

10.91 1,95

12.62 2,62

13.64 4,16

15.66 5,89

17.41 7,44

ce

ius of ation

Area Moduof Sec

iY ZX

cm cm3

2.47 4

3.11 6.9

1.67 7.4

3.75 10.8

2.22 14.8

2.25 12

4.38 15.8

5.02 22.2

2.79 25.5

2.79 21.2

6.29 39.4

3.29 39.9

3.29 33.7

7.51 63.5

3.95 59.2

3.88 49.9

8.84 103.5

4.54 88.5

4.48 76.3

10.12 147.1

4.4 124.2

4.33 168.5

4.12 261.9

6.84 295.3

6.78 447.3

5 6.62 609.5

dulus Section

ZY

3 cm3

1 53.99

.7 110.72

.3 94.86

.8 192.34

.0 167.62

.6 284.16

.3 248.76

.3 453.30

.5 373.37

28.4 692.79

47.2 588.07

30.5 914.48

54.8 1,234.37

24.6 1,826.74

67.0 2,338.03

97.1 3,555.30

46.3 4,763.91

ulus ction

ZY

cm3

13.4

23.5

6.6

37.6

13.4

11.7

56.2

80.1

23.5

20.5

146

33.8

29.6

225.2

56.3

45.5

388.2

86.8

72.7

560.4

93.6

107.1

113.9

300.6

360.8

391.1

W

Sta

No

Dimmm

450

500

600

600

700

800

900

W

Sta

No

Dimmm

150

150

200

200

250

300

350

400

Welded Beam

andard Section

ominal H x

mensional m mm

0 x 200 450200

0 x 200 500200

0 x 200 600200

0 x 300 588300

0 x 300 700300

0 x 300 800300

0 x 300 900300

Wide Flange

andard Section

ominal H x

mensional m mm

0 x 75 150

0 x 100 150x10

0 x 100 198

200100

0 x 150 194150

0 x 125 248124

250125

0 x 150 298149

300150

0 x 175 346174

350175

0 x 200 396199

400200

m- Accordin

nal Dimension

x B t1

m mm

0 x 0 9

0 x 0 10

0 x 0 11

8 x 0 12

0 x 0 13

0 x 0 14

0 x 0 16

Shape - Ac

nal Dimension

x B t1

m mm

0 x75 5 0 00 6

8 x 99 4.5 0 x 0 5.5 4 x 0 6

8 x 4 5

0 x 5 6 8 x 9 5.5

0 x 0 6.5 6 x 4 6

0 x 5 7 6 x 9 7

0 x 0 8

ng JIS G319

t2 r

mm m

14 1

16 2

17 2

20 2

24 2

26 2

28 2

cording JIS

t2 r

mm m

7 8

9 1

7 1

8 1

9 1

8 1

9 1

8 1

9 1

9 1

11 1

11 1

13 1

92

Sect

Area

r A

mm cm2

18 96.8

20 114.

22 134.

28 192.

28 235.

28 267.

28 309.

S G3192

Sect

Area

r A

mm cm2

8 17.8

11 26.8

11 23.1

11 27.1

12 38.8

12 32.6

12 37.6

13 40.8

13 46.7

14 52.6

14 63.1

16 72.1

16 84.1

ion a Unit

Weight

kg/m

76.00

2 89.60

4 106.00

5 151.00

5 185.00

4 210.00

8 243.00

ion a Unit

Weight

kg/m

5 14.00

4 21.10

8 18.20

6 21.30

0 30.60

8 25.70

6 29.60

0 32.00

8 36.70

8 41.40

4 49.60

6 56.60

66.00

Welde

Welded B

Wid

Wide F

Geometrical

Moment Of

lx cm4 ly

33,500 1,

47,800 2,

77,600 2,

118,000 9,

201,000 10

292,000 11

411,000 12

Geometrical

Moment Of

lx cm4 ly

666 50

1,020 15

1,580 11

1,840 13

2,675 50

3,540 25

4,050 29

6,320 44

7,210 50

11,100 79

13,600 98

20,000 1,

23,700 1,

ed Bea

Beam - JIS

e Flan

Flange - JI

Infor

l Radiu

Inertia Gyrat

y cm4 ix cm

870 18.60

140 20.50

280 24.00

020 24.80

0,800 29.30

1,700 33.00

2,600 36.40

Inform

l Radiu

Inertia Gyrat

y cm4 ix cm

0 6.11

51 6.17

14 8.26

34 8.24

07 8.30

55 10.40

94 10.40

42 12.40

08 12.40

92 14.50

84 14.70

450 16.70

740 16.80

am

S 3192

nge (IW

IS G3192

rmative Refere

us Of

tion Of Area

iy cm

4.40

4.33

4.12

6.85

6.78

6.62

6.39

mative Referen

us Of

tion Of Area

iy cm

1.66

2.37

2.21

2.22

3.60

2.79

2.79

3.29

3.29

3.88

3.95

4.48

4.54

WF)

ence

Modulus Of Section Zx cm3 Zy

1,490.00 187

1,910.00 214

2,590.00 228

4,020.00 601

5,760.00 722

7,290.00 782

9,140.00 843

nce

Modulus Of Section Zx cm3 Zy

8.88 13.

138.00 30.

160.00 23.

184.00 26.

275.80 67.

285.00 41.

324.00 47.

424.00 59.

481.00 67.

641.00 91.

775.00 112

1,010.00 145

1,190.00 174

cm3

7.00

4.00

8.00

1.00

2.00

2.00

3.00

cm3

20

10

00

80

60

10

00

30

70

00

2.00

5.00

4.00

Len

700

900

ST

No

DN

20

25

32

40

50

65

80

100

ngth

00

00

TEEL PIPE

ominal Size O

N NPS D(

3/4" 2

1" 3

1 1/4" 4

1 1/2" 4

2" 6

2 1/2" 7

3" 8

0

4" 1

- ASTM A

Outside Th

Diameter (mm) (m

26.7 2.8

33.4 3.3

42.2 3.5

48.3 3.6

60.3 3.9

73 5.1

88.9 3.1

3.9

4.7

5.4

114.3 3.1

3.9

4.7

5.5

6.0

Size 4.0 x 100 x 44

4.5 x 100 x 44

6.0 x 100 x 44

4.0 x 100 x 44

4.5 x 100 x 44

6.0 x 100 x 44

A 53 (A)

ickness

mm) Sch

87 40 38 40 56 40 68 40 91 40 16 40 18 - 96 - 78 - 49 40 18 - 96 - 78 - 56 - 02 40

42 42 42 42 42 42

Test Pr

Psi

700 700 1200 1200 2300 2500 1290 1600 1930 2220 1000 1250 1500 1750 1900

Stand

ASTMJIS 31

essure

Kg/cm2

49

49

85

85

161

175

91

112

136

156

70

88

105

123

134

Ang

No tab

Brid

Bridge

ER

ERW

dard

M A 572, JIS G131, JIS G 335

gle (Co

ble

dge De

Deck Sta

RW Pip

W Pipe - A

G 3101,52

old For

ck

andards

pe

ASTM A 5

rmed)

3 (A)

)

ERW Pipe - BS 1387:1985 Heavy Series (H)

STEEL PIPE - BS 1387:1985 Heavy Series (H)

Nominal Size Outside diameter T (mm) Wall Thickness

Hydrostatic Test

DN (mm) Thread Size R

Max (mm) Min (mm)

Psi BAR

50 2 60.8 59.8 4.5 730 50

65 21/2 76.6 75.4 4.5 730 50

80 3 89.5 88.1 5.0 730 50

100 4 114.9 113.3 5.4 730 50

125 5 140.6 138.7 5.4 730 50

150 6 166.1 164.1 5.4 730 50

BS 1387:1985 Light (L)


Hydrostatic Test


Max (mm) Min (mm)

Psi BAR

20 3/4 27.2 26.6 2.3 730 50

25 1 34.2 33.4 2.9 730 50

32 11/4 42.9 42.1 2.9 730 50

40 11/2 48.8 48 2.9 730 50

50 2 60.8 59.8 3.2 730 50

65 21/2 76.6 75.4 3.2 730 50

80 3 88.7 87.9 3.2 730 50

100 4 114.9 113.3 3.6 730 50

STEEL PIPE - BS EN 10255:2004 (E) Heavy Series (H)

Nominal Size Specified outside Outside diameter Wall Thickness Hydrostatic Test

DN Thread Size diameter Max Min (mm) R (mm) (mm) (mm) T (mm) Psi BAR

50 2 60.3 60.8 59.7 4.5 730 50

65 21/2 76.1 76.6 75.3 4.5 730 50

80 3 88.9 89.5 88 5.0 730 50

100 4 114.3 115 113.1 5.4 730 50

125 5 139.7 140.8 138.5 5.4 730 50

150 6 165.1 166.5 163.9 5.4 730 50

BS EN 10255:2004 (E) Medium Series (M)



20 3/4 26.9 27.3 26.5 2.6 730 50

25 1 33.7 34.2 33.3 3.2 730 50

32 11/4 42.4 42.9 42 3.2 730 50

40 11/2 48.3 48.8 47.9 3.2 730 50

50 2 60.3 60.8 59.7 3.6 730 50

65 21/2 76.1 76.6 75.3 3.6 730 50

80 3 88.9 89.5 88 4.0 730 50

100 4 114.3 115 113.1 4.5 730 50

125 5 139.7 140.8 138.5 5.0 730 50

150 6 165.1 166.5 163.9 5.0 730 50

BS EN 10255:2004 (E) Type L



20 3/4 26.9 27.3 26.5 2.3 730 50

25 1 33.7 34.2 33.3 2.9 730 50

32 11/4 42.4 42.9 42 2.9 730 50

40 11/2 48.3 48.8 47.9 2.9 730 50

50 2 60.3 60.8 59.7 3.2 730 50

65 21/2 76.1 76.6 75.3 3.2 730 50

80 3 88.9 89.5 88 3.2 730 50

100 4 114.3 115 113.1 3.6 730 50

125 5 139.7 140.8 138.5 4.5 730 50

150 6 165.1 166.5 163.9 4.5 730 50

BS 1387:1985 Medium Series (M)


Hydrostatic Test


Max (mm) Min (mm)

Psi BAR

20 3/4 27.2 26.6 2.6 730 50

25 1 34.2 33.4 3.2 730 50

32 11/4 42.9 42.1 3.2 730 50

40 11/2 48.8 48 3.2 730 50

50 2 60.8 59.8 3.6 730 50

65 21/2 76.6 75.4 3.6 730 50

80 3 89.5 88.1 4.0 730 50

100 4 114.9 113.3 4.5 730 50

125 5 140.6 138.7 5.0 730 50

150 6 166.1 164.1 5.0 730 50

BS EN 10255:2004 (E) Type L1



20 3/4 26.9 27.3 26.5 2.3 730 50

25 1 33.7 34.2 33.3 2.9 730 50

32 11/4 42.4 42.9 42 2.9 730 50

40 11/2 48.3 48.8 47.9 2.9 730 50

50 2 60.3 60.8 59.7 3.2 730 50

65 21/2 76.1 76.6 75.3 3.2 730 50

80 3 88.9 89.5 88 3.6 730 50

100 4 114.3 115 113.1 4.0 730 50

BS EN 10255:2004 (E) Type L2



20 3/4 26.9 27.3 26.5 2.3 730 50

25 1 33.7 34.2 33.3 2.6 730 50

32 11/4 42.4 42.9 42 2.6 730 50

40 11/2 48.3 48.8 47.9 2.9 730 50

50 2 60.3 60.8 59.7 2.9 S 50

65 21/2 76.1 76.6 75.3 3.2 730 50

80 3 88.9 89.5 88 3.2 730 50

100 4 114.3 115 113.1 3.6 730 50

STEEL PIPE - JIS G 3444 STK 290

Nominal Size Outside Diameter (mm)

Thickness (mm)

Cros Sectional Area cm² A B

15 1/2" 21.7 2.0 1.238

20 3/4" 27.2 2.0 1.583

2.3 1.799

25 1" 34 2.3 2.291

32 11/4" 42.7 2.3 2.919

2.5 3.157

40 11/2" 48.6

2.3 3.345

2.5 3.621

2.8 4.029

3.2 4.564

50 2" 60.5 2.3 4.205

3.2 5.760

4.0 7.100

65 21/2" 76.3 2.8 6.495

3.2 7.349

4.0 9.085

80 3" 89.1 2.8 7.591

3.2 8.636

100 4" 114.3 3.2 11.17

3.5 12.18

4.5 15.52

125 5" 139.8

3.6 15.4

4.0 17.07

4.5 19.13

6.0 25.22

150 6" 165.2

4.5 22.72

5.0 25.16

6.0 30.01

7.1 35.26

STEEL PIPE - JIS G 3444 STK 400


Thickness (mm)


40 11/2" 48.6 2.8 4.029

3.2 4.564

50 2" 60.5 3.2 5.760

65

21/2"

76.3

2.8 6.495

3.2 7.349

80 3" 89.1 2.8 7.591

3.2 8.636

100 4" 114.3 3.2 11.17

3.5 12.18

125 5" 139.8

3.6 15.4

4.0 17.07

4.5 19.13

6 25.22

150 6" 165.2

4.5 22.72

5.0 25.16

6.0 30.01

7.1 35.26

ERW Pipe - JIS G 3452 SGP Black And Galvanized Pipe

STEEL PIPE - JIS G 3452 SGP Black And Galvanized Pipe


Thickness (mm)

Test Pressure A B Psi Kgf/cm2

20 3/4'' 27.2 2.8 365 25 25 1'' 34 3.2 365 25 32 1 1/4'' 42.7 3.5 365 25 40 1 1/2" 48.6 3.5 365 25 50 2'' 60.5 3.8 365 25 65 2 1/2" 76.3 4.2 365 25 80 3'' 89.1 4.2 365 25 100 4'' 114.3 4.5 365 25 125 5'' 139.8 4.5 365 25 150 6'' 165.2 5.0 365 25

ERW Pipe - SNI-07-0068-1987 PKB 30

Nominal Size Outside

Diameter (mm)

Thickness (mm)


15 1/2" 21.7 2.0 1.238

20 3/4" 27.2 2.0 1.583 2.3 1.799

25 1" 34 2.3 2.291

32 11/4" 42.7 2.3 2.919 2.8 3.510

40 11/2" 48.6 2.3 3.345 2.8 4.029 3.2 4.564

50 2" 60.5 2.3 4.205 3.2 5.760 4.0 7.100

65 21/2" 76.3 2.8 6.465 3.2 7.439 4.0 9.085

80 3" 89.1 2.8 7.591 3.2 8.936 4.0 10.690

100 4" 114.3

3.2 11.170 3.6 12.520 4.5 15.520 5.6 19.120

125 5" 139.8

3.6 15.400 4.0 17.070 4.5 19.130 6.0 25.220

150 6" 165.2

4.5 22.720 5.0 25.160 6.0 30.010 7.0 34.790

ERW Pipe - JIS G 3454 STPG 370

STEEL PIPE - JIS G 3454 STPG 370

Nominal Size Outside Thickness Test Pressure

DN NPS Diameter (mm)

(mm) Sch Bar Kgf/cm2

20 3/4" 27.2 2.90 40 59 60

25 1" 34 3.40 40 59 60

32 1 1/4" 42.7 3.60 40 59 60

40 1 1/2" 48.6 3.70 40 59 60

50 2" 60.5 3.20 20 34 35

3.90 40 59 60

65 2 1/2" 76.3 4.50 20 34 35

5.20 40 59 60

80 3'' 89.1 4.50 20 34 35

5.50 40 59 60

100 4" 114.3 4.90 20 34 35

6.00 40 59 60

125 5'' 139.8 5.10 20 34 35

6.60 40 59 60

150 6'' 165.2 5.50 20 34 35

7.10 40 59 60

ERW Pipe - SNI-07-0068-1987 PKB 41

Nominal Size Outside

Diameter (mm)

Thickness (mm)


32 11/4'' 42.7 2.8 3.510

40 11/2'' 48.3 2.8 4.029

3.2 4.564

50 2" 60.5 2.3 4.205

3.2 5.760

65 21/2" 76.3 2.8 6.465

3.2 7.349

80 3" 89.1 2.8 7.591

3.2 8.936

100 4" 114.3 3.2 11.170

3.6 12.520

125 5" 139.8

3.6 15.400

4.0 17.070

4.5 19.130

6.0 23.600

150 6" 165.2

4.5 22.720

5.0 25.160

6.0 30.010

7.0 34.790

Typ

ExpOrn

ExpMe

ExpMe

ExpMe

pe

panded namesh

panded Grid esh

panded Merapesh

panded Deco esh

EOM 3035

EOM 3045

EGM 30080 EGM 50075 EGM 50105 EGM 50080 EGM 50110

pi EMM 50050 EMM 30050 EDM 30032

Dimension SWM LWM

(mm) (mm)

22 57 35 76

30 75

25 75

30 75

42 135

45 135

75 200

75 200

25 80

Mesh Size M T Wid

) (mm) (mm

3.0 3.5 3.0 4.5

3.0 8.0

5.0 7.5

5.0 10.5

5.0 8.0

5.0 11.0

5.0 5.0

3.0 5.0

3.0 3.2

Prod. Size

dth L P (

m) (mm) (m

1200 240

1200 240

1200 240

1200 240

5 1200 240

1200 240

0 1200 240

1200 240

1200 240

1200 240

Exp

Expa

F

No

(S)

mm)

00

00

00

00

00

00

00

00

00

00

pande

anded Me

Floor D

o table

ed Mes

sh - JIS G

Deck

sh

G 3131 / AASTM 8300

Specati

JIS

JIS

JIS

JISG 3

JIS

ecifi ion G

G 3131

SP

SP

G 3132

SP

SP

SP

G 3106 SS

3116 SG

G 3113 SA

Standard D

H

JIS G3350

1

1

1

1

1

Grade

PHC

PHD

PHT - 1

PHT - 2

PHT - 3

S 400

G 255

APH 400 (41)

Dimension (mm

H x A x B

150 x 50 x 50

150 x 65 x 65

150 x 75 x 75

175 x 75 x 75

190 x 75 x 75

Product T

Thickness (mm) R

4 - 16

1223>

4 - 16 223>

4 - 16 13

6

4 - 16 13

6

4 - 16 13

6

4 - 19 234>

1

4 - 14 234>

m) Kg/Weit

4 7.44

4.5 8.31

5 9.17

6 10.8

4 8.38

4.5 9.37

5 10.3

6 12.2

4 9.01

4.5 10.0

5 11.1

6 13.2

4 9.79

4.5 10.9

5 12.1

6 14.3

4 10.2

4.5 11.4

5 12.7

6 15.0

Thickness Range (mm) Y

(N.6 <2

- 2 <2.5 2.5 <3.2

.2 <4 >4 2 <2.5

- 2.5 <3.2 .2 <4

>4 .6 <3

- <6 6 <13

.6 <3 - <6

6 <13 .6 <3

- <6 6 <13 2 <3.2

2.2 <5

4 <6.3 >8

.6 - 6 2

2.5 <3.15 2.15 <4

4 <6.3 >6.3 2

/m ight 4

1

7

85 8

7

34 26 1

08 13 2

9

96 11 38 26 49 7

09

Tensi

YS Min. N/mm2)

UTS (N/m

270 m

270 m

275 m

343 m

412 m

50 400

55 400

50 402

35

Floo

Guard R

H

H

ile Test

mm2)

E min (%on 50.8 m

min

29 (50mm29 (50mm29 (50mm31 (50mm31 (50mm

min 33 (50mm35 (50mm37 (50mm39 (50mm

min 32 (50mm35 (50mm

37 (50mm

min 27 (50mm30 (50mm

32 (50mm

min 22 (50mm25 (50mm

27 (50mm

21 (50mm21 (50mm17 (50mm17 (50mm

28 (50mm

34 (50mm35 (50mm36 (50mm24 (50mm

r Deck

Rail - AA

Hot Ro

ot Roll Co

Bend Te%) mm m)

Bending180o 0.5 x t

m) m) m) m) m)

m) m) m) m) Bending

180o Over 3m0.5 x t

m)

m)

m) Bending180o Over 3m1.5 x t

m)

m)

m) Bending180o Over 3m2.0 x t

m)

m)

m) Bending180o 0.5 x t

m) m) m)

m) 180o 1.0

m) Bending180o

1.0 x t

m) m) m)

k

ASHTO M

oll Coil

oil - Spec

est Impact Test AverTemp. (Jo

g -

g

mm -

g

mm -

g

mm -

g -

0 x t -

g -

M180

l (HRC

cification

rage oule)

Applica

CommeQualityDrawinPurpose

DrawinQualityCold Rollabl

WeldedSteel Pi& Tube



For GenStructur

For LPGCylinde

StructurFor Automo

C)

ation

ercial y ng e

ng y

e d ipes es

d ipes es

d ipes es

neral re

G er re

obiles

R

Fothof(5this

Remarks

or he width f 1524mm 5') the min. hickness 5mm

SAPH 440 (45) 4 - 14

2.5 <3.15 305

402

32 (50mm)

Bending 180o 1.0 x t

- Structure For Automobiles

3.15 <4 35 (50mm) 4 <6 36 (50mm)>6 <8 295 36 (200mm) >8 <14 275 24 (200mm)

ASTM A 283 C 6 - 16 - 205 380 - 515 20 (200mm)

For Storage Tank of Low Temp. Use

ASTM A 285 C 6 - 16 - 205 380 - 515 20 (200mm)

For Storage Tank of Low Temp. Use

ASTM A 36 - 4 - 16 - 250 400 - 550 20 (200mm)

For General Structural Application

A. B. S. A up to 12 - 235 400 - 520 22 (5.65VSo) For Use In Ship Construction

B. K. I. A up to 12 - 235 400 - 520 22 (5.65VSo) For Use In Ship Construction

L. R. A up to 12 - 235 400 - 520 22 (5.65VSo) For Use In Ship Construction

ASTM A 572 42 5 - 16 - 290 415 min 20 (200mm) - - For Welded

Construction With Improved Toughness

50 5 - 16 - 345 450 min 18 (200mm) - -

55 5 - 16 - 380 485 min 17 (200mm) - -

ASTM A 516 70 5 - 16 - 260 485 - 620 17 (200mm) - -

For Pressure Vessel Carbon Steel For Moderate & Lower Temp. Service With Improved Notch Toughness

DIN 17100 ST 52.3 5 - 16 <16 355 510 - 630 22 (200mm) 2XT/180o 0o / 27

BS 4360 50 A 5 - 16 <16 355 490 - 640 18 (200mm) - -

Superior Weldability

50 B 5 - 16 <16 355 490 - 640 18 (200mm) - -50 C 5 - 16 <16 355 490 - 640 18 (200mm) - 0oC (27) 50 D 5 - 16 <16 355 490 - 640 18 (200mm) - -20oC (27)

EN 10025 S 355 JR 5 - 16 <16 355 490 - 630 22 (5.65VSo) - -

S 355 JO 5 - 16 <16 355 490 - 630 22 (5.65VSo) - 0oC (27) S 355 J2G3 5 - 16 <16 355 490 - 630 22 (5.65VSo) - -20oC (27)

JIS G 3106

SM 490 A 6 - 16 <16 325 490 - 610 17 (200mm) -

SM 490 B 6 - 16 <16 325 490 - 610 17 (200mm) - 0oC(27) SM 490 C 6 - 16 <16 325 490 - 610 17 (200mm) - 0oC / 47 SM 490 YA 6 - 16 <16 365 490 - 610 15 (200mm) -SM 490 YB 6 - 16 <16 365 490 - 610 15 (200mm) - 0oC (27)

AS 3678 350 6 - 12 >8 <12 360

450 min 18 (200mm) - -

>8 <16 350 250 4 - 16 >8 <12 260

410 min 20 (200mm) - - >8 <16 250

BS 4360

40 A 4 - 16 <16 235 340 - 500 22 (200mm)

-

For General Structure Purpose

For the width of 1524mm (5') the min. thickness is 5mm

40 B 4 - 16 <16 235 340 - 500 22 (200mm) - 40 C 4 - 16 <16 235 340 - 500 22 (200mm) - 0oC (27)

40 D 4 - 16 <16 235 340 - 500 22 (200mm) - 43 A 4 - 16 <16 275 430 - 580 20 (200mm) - -20o (27)

43 B 4 - 16 <16 275 430 - 580 20 (200mm) - 43 C 4 - 16 <16 275 430 - 580 20 (200mm) - 0oC (27) 43 D 4 - 16 <16 275 430 - 580 20 (200mm) - -20oC (27)

DIN 17100 ST 37.2 4 - 19

<16 235

340 - 470

22 (200mm)

1XT/180o 20o / 27 For General Structure Purpose >16 <40 225 21 (200mm)

>40 225 20 (200mm)

EN 10025

S 235 JRG2 4 - 19

<16 235

340 - 470

26 (5.65VSo)

20o / 27 (as per order)

For General Structure Purpose

>16 <40 225 26 (5.65VSo)

>40 <63 215 25 (5.65VSo)

>63 <80 215 24 (5.65VSo)

S 235 JR (only Available For Thick = 25mm)

4 - 19 <16 235

340 - 470

26 (5.65VSo)

- 20o / 27 (as per order)

>16 <40 225 26 (5.65VSo) >40 <63 - 25 (5.65VSo)

>63 <80 - 24 (5.65VSo)

S 235 JO 4 - 19 <16 235

340 - 470

26 (5.65VSo)

- 0oC (27) >16 <40 225 26 (5.65VSo) >40 <63 215 25 (5.65VSo) >63 <80 215 24 (5.65VSo)

S 235 J2G3 4 - 19 <16 235

340 - 470

26 (5.65VSo)

- -20oC (27) >16 <40 225 26 (5.65VSo) >40 <63 215 25 (5.65VSo) >63 <80 215 24 (5.65VSo)

S 275 JR 4 - 19 <16 275

410 - 560

26 (5.65VSo)

- 20o / 27 (as per order)

>16 <40 265 26 (5.65VSo) >40 <63 255 25 (5.65VSo) >63 <80 245 24 (5.65VSo)

S 275 JO 4 - 19 <16 275

410 - 560

26 (5.65VSo)

- 0oC (27) >16 <40 265 26 (5.65VSo) >40 <63 255 25 (5.65VSo) >63 <80 245 24 (5.65VSo)

S 275 J2G3 4 - 19 <16 275

410 - 560

26 (5.65VSo)

- -20oC (27) >16 <40 265 26 (5.65VSo) >40 <63 255 25 (5.65VSo) >63 <80 245 24 (5.65VSo)

Dim

H x

C 1

C 1

C 1

C 1

C 2

mension

x B x C mm

100 x 50 x 20

125 x 50 x 20

150 x 50 x 20

150 x 65 x 20

200 x 75 x 20

Section Area

t mm

A cm2

2 4.54 2.3 5.17 2.5 5.59 2.8 6.2 3 6.61 3.2 7.01 2 5.04 2.3 5.75 2.5 6.21 2.8 6.9 3 7.36 3.2 7.81 2 5.54 2.3 6.32 2.5 6.84 2.8 7.6 3 8.11 3.2 8.61 2 6.14 2.3 7.01 2.5 7.59 2.8 8.44 3 9.01 3.2 9.57 2 7.54 2.3 8.62 2.5 9.34 2.8 10.4 3 11.11 3.2 11.81

Unit Weight

GeoMomIner

Kg/m Ix cm

3.56 71 4.06 81 4.39 87 4.87 95 5.19 101

5.5 106

3.95 120

4.51 136

4.88 147

5.42 162

5.78 172

6.13 181

4.35 185

4.96 210

5.37 226

5.97 250

6.37 265

6.76 280

4.82 218

5.5 248

5.96 267

6.63 295

7.07 314

7.51 332

5.92 467

6.77 531

7.33 573

8.17 636

8.72 676

9.27 716

Inf

ometrical ment of rtia

MSe

m4 IY cm4 Zx

17 14

19 16

20 17

22 19

23 20

24 21

18 19

21 21

22 23

24 25

25 27

27 29

19 24

22 28

23 30

26 3.3

27 35

28 37

36 29

41 33

44 35

48 39

51 41

54 44

56 46

64 53

68 57

75 63

80 67

84 71

formative Refe

odulus of ection

RG

x cm3 ZY cm3 r

4.3 5.4 3

6.1 6 3

7.3 6.5 3

9.1 7.1 3

0.2 7.4 3

.3 7.8 3

9.3 5.5 4

.8 6.2 4

3.5 6.6 4

5.9 7.2 4

7.5 7.6 4

9 8 4

4.7 5.6 5

8 6.3 5

0.2 6.8 5

33 7.4 5

5.4 7.8 5

7.4 8.2 5

9.1 8.3 5

3 9.4 5

5.6 10 5

9.4 11 5

.8 11.6 5

4.2 12.2 5

6.7 10.6 7

3.1 12 7

7.3 12.9 7

3.6 14.2 7

7.6 15 7

.6 15.8 7

Hot R

No table

Cold R

No table

Li

Lip

ference

Radius of Gyration

rx cm rY cm

3.97 1.93

3.95 1.92

3.94 1.9

3.92 1.89

3.91 1.88

3.9 1.87

4.89 1.91

4.87 1.89

4.86 1.88

4.84 1.86

4.83 1.85

4.82 1.84

5.79 1.87

5.77 1.86

5.75 1.85

5.73 1.83

5.72 1.82

5.71 1.81

5.96 2.43

5.94 2.42

5.93 2.41

5.91 2.39

5.9 2.38

5.89 2.37

7.87 2.73

7.85 2.72

7.84 2.71

7.82 2.69

7.8 2.68

7.79 2.67

Roll Pic

Roll C

ipped

pped Chan

Cy cm Center of Gravity

Xo cSheCen

1.87 4.48

1.86 4.46

1.86 4.45

1.86 4.42

1.86 4.41

1.86 4.4

1.69 4.15

1.69 4.12

1.69 4.11

1.69 4.08

1.69 4.07

1.68 4.05

1.55 3.86

1.55 3.84

1.55 3.82

1.54 3.8

1.54 3.78

1.54 3.77

2.12 5.19

2.12 5.16

2.12 5.15

2.12 5.13

2.11 5.11

2.11 5.09

2.2 5.49

2.2 5.47

2.2 5.45

2.2 5.42

2.19 5.41

2.19 5.39

ckled O

Coil (CR

Chane

nnel - JIS

cm ear nter

J cm4

Torsion Constant

8 605

6 912

5 1164

2 1621

1 1982

2392

5 672

2 1013

1 1295

8 1804

7 2207

5 2665

6 738

4 1115

2 1425

1987

8 2432

7 2938

9 818

6 1236

5 1581

3 2207

1 2702

9 3265

9 1005

7 1520

5 1946

2 2719

1 3332

9 4030

Oil (H

RC)

el

G 3131 /

CW cm6

Warping Constant

444

496

528

574

603

630

675

755

805

877

922

965

971

1088

1162

1267

1334

1398

1784

2006

2148

2352

2482

2608

4571

5159

5537

6085

6437

6779

HRPO)

ASTM 8330

Li

C 1

C 1

C 1

C 1

C 2

SIZ

b mm

80 80 80 80 80 80 80 80 80 80 80 80 80 80 85 85 85 85 85 85 85 85 100

100

100

100

100

100

100

100

100

150

150

150

150

200

200

200

ipped Cha

Dimension

H x B x C

mm

100 x 50 x 20

125 x 50 x 20

150 x 50 x 20

150 x 65 x 20

200 x 75 x 20

ZE t WANO

h m mm mm

100 2.0

100 2.5

100 3.0

100 3.5

100 4.0

100 4.5

100 5.0

100 5.5

120 3.0

120 3.5

120 4.0

120 4.5

120 5.0

120 5.5

95 2 95 2.5

95 3.0

95 3.5

95 4.0

95 4.5

95 5.0

95 5.5

0 150 4.0

0 150 6.0

0 150 8.0

0 200 4.0

0 200 6.0

0 200 8.0

0 300 6.0

0 300 8.0

0 300 12

0 250 4.0

0 250 6.0

0 250 8.0

0 250 12

0 300 6.0

0 300 8.0

0 300 12

annel - SN

SeA

t

mm c

2 4.44

2.3 5.17

2.8 6.2

3.2 7.0

2.3 5.75

3.2 7.8

2.3 6.32

3.2 8.6

2.3 7.0

3.2 9.57

3.2 11.8

ALL OM.

WEI

m kg/m

0 5.45

5 6.74

0 8.01

5 9.26

0 10.48

5 11.67

0 12.84

5 13.98

0 8.96

5 10.36

0 11.73

5 13.08

0 14.4

5 15.7

5.45

5 6.74

0 8.01

5 9.26

0 10.48

5 11.67

0 12.84

5 13.98

0 14.87

0 21.69

0 27.66

0 18.0

0 26.40

0 33.94

0 35.82

0 46.50

.0 65.98

0 24.29

0 35.82

0 46.50

.0 65.98

0 45.24

0 59.06

.0 84.82

NI 07-013

ection Area Uni

Weig

A

cm2 Kg/m

4 3.56 7 4.06 1 4.87 1 5.5 5 4.51 1 6.13 2 4.96 1 6.76 1 5.5 7 7.51 81 9.27

IGHT AR

mm cm

10

12

14

16

8 18

7 20

4 22

8 24

23

6 26

3 29

8 32

1 35

1 38

96

11

13

15

8 17

7 19

4 20

8 22

7 59

9 83

6 10

1 11

0 17

4 20

2 47

0 59

8 78

9 26

2 38

0 48

8 64

4 73

6 93

2 12

8-1987

it ght

GeomeMom

of Ine

Ix m cm4

71 81 95 106 136 181 210 280 248 332 716

REA

MOOF

IX

m2 cm

03.8 6.9

26.9 8.5

48.8 10

69.7 11

89.5 13

08.2 14

25.9 16

42.6 17

30.2 11

63.1 13

94.6 14

24.6 16

53.1 18

80.3 20

6.4 6.9

17.7 8.5

38.1 10

57.4 11

75.8 13

93.1 14

09.5 16

25.0 17

94.6 18

34.6 27

008.0 35

199.6 22

703.2 33

090.6 43

776.5 45

977.2 59

806.8 84

696.8 30

885.3 45

885.3 59

456.9 84

369.9 57

388.6 75

2786.3 10

etrical ment

M

ertia IY Zx

cm4 cm

17 14.3

19 16.1

22 19.1

24 21.3

21 21.8

27 29

22 28

28 37.4

41 33

54 44.2

84 71.6

OMENT F INERTIA

Iy

m4 cm4

94 73.9

59 90.2

0.21 105.6

.79 120.3

.35 134.2

4.87 147.3

.36 159.6

.81 171.2

.41 123.4

.19 140.8

4.95 157.3

.67 172.9

.36 187.8

0.01 201.8

94 81.3

59 99.3

0.21 116.4

.79 132.7

.35 148.0

4.87 162.5

.36 176.2

.81 189.1

.95 318.6

.63 444.2

.24 535.6

.95 410.8

.63 576.9

.24 705.3

.63 842.3

.24 1044

4.05 1343

0.95 1234

.63 1768

.24 2219

4.05 2925

.63 3962

.64 5041

08.05 6853

Recta

Rectangu

Informa

Modulus of

Section

x ZY

m3 cm3

5.4

6

7.1

7.8

6.2

8

6.3

8.2

9.4

12.2

15.8

PROPE

RADIUOF GYR

ix

cm

3.87

3.84

6 3.82

3 3.79

2 3.77

3 3.74

6 3.72

2 3.69

4 4.49

8 4.47

3 4.44

9 4.41

8 4.39

8 4.36

3.73

3.70

4 3.68

7 3.65

0 3.63

5 3.60

2 3.58

1 3.55

6 5.60

2 5.50

6 5.35

8 7.23

9 7.12

3 6.95

3 10.23

.7 10.04

.0 9.64

.2 9.33

.3 9.23

.1 9.08

.1 8.76

.1 11.31

.4 11.17

.2 10.88

angula

ular Pipe

ative Referen

Radius of

Gyration

rx rY

cm cm

3.97 1.93

3.95 1.92

3.92 1.89

3.9 1.87

4.87 1.89

4.82 1.84

5.77 1.86

5.71 1.81

5.94 2.42

5.89 2.37

7.79 2.67

ERTIES US

RATION MOOF

iy Zx

cm cm3

3.26 20.7

3.24 25.3

3.22 29.7

3.19 33.9

3.17 37.8

3.15 41.6

3.12 45.

3.10 48.5

3.29 38.3

3.27 43.8

3.24 49.0

3.22 54.0

3.20 58.8

3.18 63.3

3.42 20.2

3.40 24.7

3.38 29.0

3.35 33.

3.33 37.0

3.31 40.6

3.28 44.

3.26 47.3

4.10 79.2

4.01 111

3.90 134

4.23 119

4.14 170

4.04 209

4.30 318

4.20 398

4.00 520

6.32 215

6.23 310

6.12 390

5.90 516

8.29 491

8.19 625

7.96 852

ar Pipe

nce

Center of

Cy

Gravity Y

m cm

1.87

1.86

1.86

1.86

1.69

1.68

1.55

1.54

2.12

2.11

2.19

ODULUS SECTION

Zy

3 cm3

76 18.47

37 22.54

76 26.41

93 30.07

89 33.54

64 36.81

18 39.90

53 42.80

36 30.86

85 35.20

09 39.32

09 43.23

85 46.94

38 50.45

29 19.14

79 23.37

07 27.40

14 31.21

00 34.83

66 38.24

11 41.47

37 44.50

28 63.71

1.28 88.83

4.40 107.12

9.96 82.15

0.32 115.38

9.06 141.06

8.43 168.47

8.48 208.95

0.45 268.6

5.74 164.56

0.83 235.77

0.83 295.88

6.55 390.0

1.33 396.2

5.91 504.14

2.42 685.32

e

Shear Tor

Xo

Center J

Con

cm cm

4.48 605

4.46 912

4.42 1621

4.4 2392

4.12 1013

4.05 2665

3.84 1115

3.77 2938

5.16 1236

5.09 3265

5.39 4030

PLASTIMODUL

Zplx cm3 24.38 29.98 35.39 40.60 45.62 50.44 55.09 59.54 46.19 53.09 59.76 66.21 72.44 78.45 23.60 29.02 34.25 39.29 44.15 48.82 53.31 57.62 95.66 136.67

2 169.13 148.03

8 213.25 6 267.23 7 411.41 5 523.42 1 710.18 6 259.60 7 378.03 8 482.13 1 657.86 1 587.81 4 757.02 2 1055.78

rsion Warpin

J nstant

CW

Constan

m4 cm6

444 496 1 574 2 630 3 755 5 965 5 1088 8 1398 6 2006 5 2608 0 6779

C LUS

Zply cm3 20.97 25.77 30.40 34.86 39.15 43.27 47.23 51.03 35.02 40.21 45.23 50.07 54.73 59.22 21.90 26.92 31.76 36.42 40.92 45.23 49.38 53.36 72.50 103.29 127.84 91.70 131.49 164.64 187.89 238.24 320.90 183.26 266.27 339.53 463.22 446.05 574.43

801.14

ng

nt

TORSIAL

INER TIA J

ML

cm4 c

134.59 2

165.84 3

196.12 4

225.44 4

253.79 5

281.16 5

307.55 6

332.95 6

255.47 5

293.94 5

331.24 6

367.34 7

402.27 7

436.00 8

137.24 2

169.15 3

200.09 4

230.05 4

259.04 5

287.05 5

314.07 6

340.11 6

661.63 1

948.34 1

1205.89 1

985.38 1

1417.03 2

1810.72 2

2403.46 3

3080.34 3

4177.46 5

2664.68 2

3885.80 3

5050.45 5

7088.46 6

8115.23 6

10626.50 8

15235.56 1

MODULUS C

m3

29.24

5.73

41.91

47.79

53.38

58.69

63.72

68.48

50.80

58.03

64.93

71.51

77.77

83.73

29.54

6.10

42.36

48.31

53.97

59.35

64.46

69.29

04.94

47.07

81.85

41.81

200.10

249.60

06.21

85.24

508.49

275.38

95.65

503.96

684.43

651.24

838.38

167.14

Typ

R 7(Ro

R 9(Ro

R 9(Ro

W (W

TA

OutDiam

inch

8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 W

OD

pe

Panel Thickn

mm 700 oof)

0.4 0.45 0.5 0.55

945 oof)

0.4 0.45 0.5 0.55

950 oof)

0.4 0.45 0.5 0.55

950 Wall)

0.4 0.45 0.5 0.55

ABLE WEI

tside meter h mm

203.2 254 304.8 355.6 406.4 457.2 508 558.8 609.6 660.4 711.2 762 812.8 863.6 914.4 965.2 10116 1066.8 1117.6 1168.4 1219.2 1270 1320.8 1371.6 1422.4 1473.2 1524 1574.8 1625.6

Weight/M (K

D = Outside

Zincalume

ness Weight

Kg/m2 3.31 3.7 4.1 4.49 3.31 3.7 4.1 4.49 3.31 3.7 4.1 4.49 3.31 3.7 4.1 4.49

GHT OF SP

Thickness 6 8 29.18 38.51

36.69 48.53

44.21 58.55

51.73 68.57

59.24 78.60

66.76 88.62

74.28 98.64

81.79 108.6

89.31 118.6

96.83 128.7

104.34 138.7

111.86 148.7

119.37 158.7

126.89 168.7

134.41 178.8

141.92 188.8

149.44 198.8

156.96 208.8

164.47 218.9

171.99 228.9

179.51 238.9

187.02 248.9

194.54 258.9

202.05 269.0

209.57 279.0

217.09 289.0

224.60 299.0

232.12 309.1

239.64 319.1

Kg/M) = (OD

e Diameter

e

PaneThic

Kg/m' mm

3.03 0.4 3.38 0.45

3.75 0.5 4.1 0.5 3.97 0.4 4.44 0.45

4.92 0.5 5.39 0.55

3.97 0.4 4.44 0.45

4.92 0.5 5.39 0.55

3.97 0.4 4.44 0.45

4.92 0.5 5.39 0.55

PIRAL WE

9 1 43.10 3 54.38 5 65.65 7 76.92 0 88.20 2 99.47 4 110.75 66 122.02 68 133.30 71 144.57 73 155.85 75 167.12 77 178.40 79 189.67 81 200.94 84 212.22 86 223.49 88 234.77 9 246.04 92 257.32 95 268.59 97 279.87 99 291.14 01 302.42 03 313.69 05 324.96 08 336.24 10 347.51 12 358.79 D-T) x T x 0

(mm), T = T

Colorb

el ckness

Weight

Kg/m2

3.37 5 3.76

4.16 4.55 3.37

5 3.76 4.16

5 4.55 3.37

5 3.76 4.16

5 4.55 4.75

5 5.25 5.76

5 6.24

ELDED PIPE

10 1

47.64 52

60.17 65

72.70 79

85.22 93

97.75 10

110.28 12

122.81 13

135.33 14

147.86 16

160.39 17

172.92 18

185.44 20

197.97 2

210.50 23

223.03 24

235.55 25

248.08 27

260.61 28

273.13 30

285.66 3

298.19 32

310.72 34

323.24 35

335.77 36

348.30 38

360.83 39

373.35 4

385.88 42

398.41 43

0.2466

Thickness (

bond

t

Kg/m'

3.08

3.44

3.8

4.16

4.04

4.51

4.99

5.46

4.04

4.51

4.99

5.46

4.04

4.51

4.99

5.46

E Kg/Mtr

1 12

2.14 56.58

5.92 71.61

9.70 86.61

3.48 101.68

07.26 116.71

21.04 131.74

34.82 146.78

48.60 161.81

62.38 176.84

76.16 191.87

89.94 206.91

03.72 221.94

17.50 236.97

31.28 252.01

45.06 267.04

58.84 282.07

72.62 297.10

86.40 312.15

00.18 327.17

13.96 342.2

27.74 357.23

41.52 372.27

55.30 387.30

69.08 402.33

82.86 417.37

96.64 432.40

10.42 447.43

24.20 462.46

37.98 477.50

(mm)

S

pi

12.7

59.66

75.57

91.48

8 107.39

1 123.30

4 139.21

8 155.12

1 171.03

4 186.94

7 202.85

1 218.76

4 234.67

7 250.58

1 266.49

4 282.40

7 298.31

0 314.22

5 330.13

7 346.03

361.94

3 377.85

7 393.76

0 409.67

3 425.58

7 441.49

0 457.40

3 489.22

6 489.22

0 505.13

R

R

Spiral P

iral Pipe

13 14

60.97 65.3

77.26 82.8

93.55 100

109.83 117

126.12 135

142.40 153

158.69 170

174.97 188

191.26 205

207.54 223

223.83 240

240.11 258

256.40 275

272.69 293

288.97 310

305.26 328

321.54 345

337.83 363

354.11 381

370.40 398

386.68 416

402.97 433

419.25 451

435.54 468

451.83 486

468.11 503

484.40 521

500.68 538

516.97 556

Roof &

Roof & W

Pipe

15

32 69.62

86 88.41

0.40 107.2

7.93 125.99

5.47 144.78

3.01 163.57

0.55 182.36

8.09 201.15

5.62 219.94

3.16 238.73

0.70 257.52

8.24 276.32

5.78 295.11

3.32 313.90

0.85 332.69

8.38 351.48

5.93 370.27

3.47 389.06

1.01 407.85

8.55 426.64

6.08 445.43

3.62 464.22

1.16 483.02

8.70 501.81

6.24 520.60

3.77 539.39

1.31 558.18

8.85 276.97

6.39 595.76

& Wal

Wall Sheet

16

73.86 93.91 113.95 133.99 154.04 174.08 194.12 214.17 234.21 254.25 274.30 294.34 314.39 334.43 354.44 374.52 394.56 414.60 434.65 454.69 474.74 494.79 514.82 534.87 554.91 574.95 595.00 615.04 635.08

ll Shee

ting - JIS G

17 18 78.06 82.21

99.36 104.2

120.65 127.3

141.95 149.8

163.24 172.4

184.54 194.9

205.84 217.5

227.13 240.0

248.43 262.6

269.73 285.1

291.02 307.7

312.32 330.2

333.62 352.8

354.91 375.3

376.21 397.8

397.50 420.4

418.80 442.9

440.10 465.5

461.39 488.0

482.69 510.6

503.99 533.1

525.28 555.7

546.58 578.2

567.88 600.8

589.17 623.3

610.47 645.9

631.76 668.4

653.06 691.0

674.36 713.5

eting

G 3302

19

1 86.31

21 110.11

30 133.91

85 157.71

40 181.51

95 205.31

50 229.12

05 252.92

60 276.72

15 300.52

70 324.32

25 348.13

80 371.93

34 395.73

89 419.53

44 443.33

99 467.13

54 490.94

09 514.74

64 538.54

19 562.34

74 586.14

28 609.95

84 633.75

39 657.55

93 681.35

48 705.15

03 728.95

58 752.76

20

90.35

115.41

140.46

165.52

190.57

215.63

240.68

265.74

290.79

315.85

340.90

365.95

391.01

416.06

441.12

466.17

491.23

516.28

541.34

566.39

591.45

616.50

641.55

666.61

691.66

716.72

741.77

766.83

791.88

b mm

70

70

70

70

70

70

70

70

90

90

90

90

90

90

90

90

100

100

100

100

100

100

100

100

120

120

120

150

150

150

180

180

180

200

200

200

250

250

250

Sta

-Spgal

SIZE WN

h m mm m

70 2

70 2

70 3

70 3

70 4

70 4

70 5

70 5

90 2

90 2

90 3

90 3

90 4

90 4

90 5

90 5

0 100 3

0 100 3

0 100 4

0 100 4

0 100 5

0 100 5

0 100 6

0 100 8

0 120 4

0 120 6

0 120 8

0 150 6

0 150 8

0 150 1

0 180 6

0 180 8

0 180 1

0 200 6

0 200 8

0 200 1

0 250 6

0 250 8

0 250 1

andard :

pecification Stlvanizing & co

t WALL NOM.

WEIG

mm kg/mm

2.0 4.19 2.5 5.17 3.0 6.13 3.5 7.06 4.0 7.97 4.5 8.85 5.0 9.70 5.5 10.53

2.0 5.45 2.5 6.74 3.0 8.01 3.5 9.26 4.0 10.48

4.5 11.67

5.0 12.84

5.5 13.98

3.0 8.96 3.5 10.36

4.0 11.73

4.5 13.08

5.0 14.41

5.5 15.71

6.0 16.98

8.0 21.38

4.0 14.25

6.0 20.75

8.0 26.41

6.0 26.40

8.0 33.94

12.0 47.14

6.0 32.05

8.0 41.48

12.0 58.44

6.0 35.82

8.0 46.50

12.0 65.98

6.0 45.24

8.0 59.06

12.0 84.82

andard : DIN, orrosion paint

GHT AREA

m cm2 5.34 6.59 7.81 8.99 10.15 11.27 12.36

13.41 6.94 8.59 10.21 11.79

13.35 14.87 16.36 17.81

11.41 13.19 14.95 16.67 18.36 20.01 21.63 27.24 18.15 26.43 33.64 33.63 43.24 60.05 40.83 52.84 74.45 45.63 59.24 84.05 57.63 75.24 108.05

JIS, & AS -M

P

MOMENT OF

INERTIA RG

I x = Iy cm4 c

40.7 2

49.4 2

57.5 2

65.1 2

72.1 2

78.6 2

84.6 2

90.1 2

88.9 3

108.5 3

127.3 3

145.1 3

161.9 3

177.9 3

192.9 3

207.1 3

177.0 3

202.3 3

226.3 3

249.3 3

271.1 3

291.8 3

311.4 3

365.9 3

402.3 4

562.1 4

676.8 4

1145.8 5

1411.7 5

1779.5 5

2036.4 7

2545.7 6

3321.8 6

2832.6 7

3566.0 7

4729.7 7

5671.8 9

7228.7 9

9858.5 9

Material Standar

PROPERTIES

RADIUS OF GYRATION

M

ix = iy

cm 2.762 2.738 2.714 2.690 2.666 2

2.642 2

2.617 2

2.593 2

3.579 3.555 2

3.531 2

3.507 3.483 3.459 3.434 4

3.410 4

3.939 3.915 4

3.891 4

3.867 4

3.843 3.819 3.794 3.665 4.708 4.612 4.486 5.837 5.714 5.444 2

7.062 2

6.941 2

6.680 7.879 2

7.759 7.502 4

9.920 4

9.802 9.552

rd : STK 41, S

Q

qu

S

MMODULUS

OF SECTION

Zx = Zy

cm3 c

11.635 1

14.116 1

16.435 1

18.596 2

20.604 2

22.463 2

24.178 2

25.752 3

19.746 2

24.122 2

28.284 3

32.235 3

35.980 4

39.524 4

42.871 5

46.025 5

35.408 4

40.454 4

45.268 5

49.854 5

54.217 6

58.360 6

62.290 7

73.180 9

67.043 7

93.686 1

112.801 1

152.778 1

188.227 2

237.272 2

226.268 2

282.851 3

369.089 4

283.261 3

356.599 4

472.970 5

453.743 5

578.300 6

788.676 9

STK 51, SS400

Quare

uare Pipe

PLASTIC MODULUS

I

Wplx = Wply

cm3 c

13.52 6

16.54 7

19.41 9

22.15 1

24.75 1

27.22 1

29.55 1

31.76 1

22.78 1

28.00 1

33.04 2

37.90 2

42.58 2

47.08 2

51.41 3

55.26 3

41.21 2

47.35 3

53.30 3

59.04 4

64.59 4

69.94 4

75.09 5

91.04 6

78.32 6

111.61 9

137.80 1

179.87 1

225.93 2

297.62 3

264.34 3

335.67 4

453.57 5

329.65 4

420.83 5

575.54 8

524.43 8

675.73 1

943.46 1

0, other specifi

Pipe

- DIN, JI

TORSIA

INERTIA J

MO

cm4 cm

63.96 17

78.49 21

92.42 24

105.77 28

118.52 31

130.67 33

142.21 36

153.15 39

138.13 29

170.26 36

201.42 42

231.60 48

260.80 54

289.02 59

316.26 64

342.51 69

278.68 53

320.95 60

362.01 68

401.87 75

440.52 81

477.95 88

514.16 94

644.51 11

636.57 10

913.46 14

1162.95 17

1832.69 22

2364.08 28

3230.57 38

3222.65 34

4188.56 43

5865.26 58

4458.81 42

5815.18 54

8230.10 74

8842.52 68

11597.77 87

16691.33 12

ication/standar

S, & AS

AL

ODULUS C

m3

.48

.22

.74

.03

.11

.98

.65

.13

.64

.23

.51

.49

.17

.58

.70

.56

.19

.81

.10

.07

.72

.07

.12

4.23

0.75

1.22

4.58

9.84

9.03

0.01

0.05

2.21

3.71

5.51

3.64

3.42

1.15

8.18

26.49

rd size on requuest can also bee supplied-Coaating :

PrCaWidLen(In m

WidLen(In f

WidLen(In I

Thi(mm

8 9 10 12 12.7

14 15 16 18 19 20 22 24 25 25.4

26 28 30 32 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100

Calc

roduct Spealculated Pldth x ngth mm)

1219 x 2438

12x 60

dth x ngth ft)

4' x 8'

4' x20

dth x ngth Inch)

48 x 96

4824

ickness m)

187 46

210 52

233 58

280 70

7 296 74

327 81

350 87

373 93

420 1,0

443 1,1

467 1,1

513 1,2

560 1,4

583 1,4

4 593 1,4

607 1,5

653 1,6

700 1,7

747 1,8

840 2,1

887 2,2

933 2,3

1,050 2,6

1,166 2,9

1,283 3,2

1,400 3,5

1,516 3,7

1,633 4,0

1,750 4,3

1,866 4,6

1,983 4,9

2,100 5,2

2,216 5,5

2,333 5,8

culated considering

Not Availa

ecificationate Weight 19

96 1524 x 3048

1524 x 6096

1x9

x '

5' x 10'

5' x 20'

53

x 0

60 x 120

60 x 240

63

7 292 583 8

5 328 656 9

3 365 729 1

0 438 875 1

1 463 926 1

7 511 1,021 1

5 547 1,094 1

3 583 1,167 1

050 656 1,313 1

108 693 1,386 2

167 729 1,459 2

283 802 1,604 2

400 875 1,750 2

458 912 1,823 2

482 926 1,852 2

517 948 1,896 2

633 1,021 2,042 3

750 1,094 2,188 3

867 1,167 2,334 3

100 1,313 2,625 3

217 1,386 2,771 4

333 1,459 2,917 4

625 1,641 3,282 4

917 1,823 3,646 5

208 2,006 4,011 6

500 2,188 4,376 6

792 2,370 4,740 7

083 2,553 5,105 7

375 2,735 5,470 8

667 2,917 5,834 8

958 3,099 6,199 9

250 3,282 6,564 9

542 3,464 6,928 1

833 3,646 7,293 1

g specific gravity of

able Sizes

n (From Thic

1524 x 9144

1524 x 12192

182x 609

5' x 30' 5' x 40'

6' x20'

60 x 360

60 x 480

72 240

875 1,167 700

985 1,313 788

1,094 1,459 875

1,313 1,750 1,0

1,389 1,852 1,1

1,532 2,042 1,2

1,641 2,188 1,3

1,750 2,334 1,4

1,969 2,625 1,5

2,078 2,771 1,6

2,188 2,917 1,7

2,407 3,209 1,9

2,625 3,501 2,1

2,735 3,646 2,1

2,779 3,705 2,2

2,844 3,792 2,2

3,063 4,084 2,4

3,282 4,376 2,6

3,501 4,667 2,8

3,938 5,251 3,1

4,157 5,543 3,3

4,376 5,834 3,5

4,923 6,564 3,9

5,470 7,293 4,3

6,017 8,022 4,8

6,564 8,751 5,2

7,111 9,481 5,6

7,658 10,210 6,1

8,204 10,939 6,5

8,751 11,669 7,0

9,298 12,398 7,4

9,845 13,127 7,8

10,392 13,856 8,3

10,939 14,586 8,7

f steel as 7.85 Kg/m

ckness & Si29

96 1829 x 12192

2133 x 6096

x '

6' x 40'

7' x 20'

x 0

72 x 480

84 x 240

0 1,400 817 8 1,575 919 5 1,750 1,021

050 2,101 1,225 112 2,223 1,296 225 2,451 1,429 313 2,626 1,531 400 2,801 1,633 575 3,151 1,837 663 3,326 1,939 750 3,501 2,041 926 3,851 2,246 101 4,201 2,450 188 4,376 2,552 223 4,446 2,593 276 4,551 2,654 451 4,901 2,858 626 5,251 3,062 801 5,602 3,266 151 6,302 3,675 326 6,652 3,879 501 7,002 4,083 939 7,877 4,593 376 8,752 5,104 814 9,628 5,614 251 10,503 6,124 689 11,378 6,635 127 12,253 7,145 564 13,129 7,655 002 14,004 8,166 440 14,879 8,676 877 15,754 9,186 315 16,630 9,697 752 17,505 10,207

mm2, and dimension

ize) 2133 x 12192

2438 x 6096

2x1

7' x 40'

8' x 20'

84

84 x 480

96 x 240

94

1,633 933 1

1,837 1,050 2

2,041 1,167 2

2,450 1,400 2

2,593 1,482 2

2,858 1,633 3

3,062 1,750 3

3,266 1,867 3

3,675 2,100 4

3,879 2,217 4

4,083 2,333 4

4,491 2,567 5

4,899 2,800 5

5,104 2,917 5

5,185 2,963 5

5,308 3,033 6

5,716 3,267 6

6,124 3,500 7

6,533 3,733 7

7,349 4,200 8

7,757 4,433 8

8,166 4,667 9

9,186 5,250 1

10,207 5,833 1

11,228 6,417 1

12,249 7,000 1

13,269 7,583 1

14,290 8,167 1

15,311 8,750 1

16,331 9,333 1

17,352 9,917 1

18,373 10,500 2

19,394 11,083 2

7 20,414 11,667 2

n in mm.

St

alc

2438 x 12192

2743 x 6096

274x 121

8' x 40'

9' x 20'

9' x40'

96 x 480

108 x240

108480

1,867 1,050 2,1

2,100 1,181 2,3

2,333 1,313 2,6

2,800 1,575 3,1

2,963 1,667 3,3

3,267 1,838 3,6

3,500 1,969 3,9

3,733 2,100 4,2

4,200 2,363 4,7

4,433 2,494 4,9

4,667 2,625 5,2

5,133 2,888 5,7

5,600 3,150 6,3

5,833 3,282 6,5

5,927 3,334 6,6

6,067 3,413 6,8

6,533 3,675 7,3

7,000 3,938 7,8

7,467 4,200 8,4

8,400 4,725 9,4

8,867 4,988 9,9

9,333 5,250 10,

10,500 5,907 11,

11,667 6,563 13,

12,833 7,219 14,

14,000 7,876 15,

15,167 8,532 17,

16,333 9,188 18,

17,500 9,845 19,

18,667 10,501 21,

19,833 11,157 22,

21,000 11,814 23,

22,167 12,470 24,

23,333 13,126 26,

teel Pl

culated Pla

43

192

3048 x 6096

3048 x 12192

x

10' x 20'

10' x40'

8 x 0

120 x 240

120 x480

00 1,167 2,334

63 1,313 2,625

25 1,459 2,917

50 1,750 3,501

34 1,852 3,705

75 2,042 4,084

38 2,188 4,376

00 2,334 4,667

25 2,625 5,251

88 2,771 5,543

50 2,917 5,834

76 3,209 6,418

01 3,501 7,001

63 3,646 7,293

68 3,705 7,410

26 3,792 7,585

51 4,084 8,168

76 4,376 8,751

01 4,667 9,335

51 5,251 10,50

76 5,543 11,08

501 5,834 11,66

814 6,564 13,12

126 7,293 14,58

439 8,022 16,04

751 8,751 17,50

064 9,481 18,96

377 10,210 20,42

689 10,939 21,87

002 11,669 23,33

315 12,398 24,79

627 13,127 26,25

940 13,856 27,71

252 14,586 29,17

late

ate Weigh

2

3353x 6096

3353 x 12192

11' x 20'

11' x40'

x 132 x 240

132 x 480

1,284 2,567

1,444 2,888

1,605 3,209

1,925 3,851

2,038 4,076

2,246 4,493

2,407 4,814

2,567 5,134

2,888 5,776

3,049 6,097

3,209 6,418

3,530 7,060

3,851 7,702

4,011 8,023

4,076 8,151

4,172 8,344

4,493 8,985

4,814 9,627

5,134 10,269

2 5,776 11,553

5 6,097 12,194

9 6,418 12,836

7 7,220 14,441

6 8,023 16,045

4 8,825 17,650

3 9,627 19,254

2 10,429 20,859

0 11,232 22,463

9 12,034 24,068

7 12,836 25,672

6 13,639 27,277

4 14,441 28,882

3 15,243 30,486

2 16,045 32,091

ht (From TThicknesss & Size)

Par

ST

ST

ST

No

1 2 3 4

rt Number

TD-00-IAB016

TD-00-IAB019

TD-00-IAB022

o. Product

AW 0.8

AW 0.9

AW 2.0

AW 3.0

BarDia(D)

mm

6 16 9 19 2 22

T- D0.- A- B-

t

80 90 00 00

r ameter )

A

m mm 560 675 755

olerances : Diameter (D) =.5 A = + 5 B = + 2 C = + 2

Nominal(mm)

0.80 0.90 2.00 3.00

Tread Length(B)

mm 100 125 125

= +

l Diameter

h C

mm

100

120

130

Tol. Ø ( mm )

± 0.04

± 0.04

± 0.06

± 0.06

A

An

A

An

Radius (r)

mm

25

25

30

Tensile St( N/mm2 )

-

-

260 - 590

260 - 590

Anchor

nchor Bol

Anneale

nnealed W

Vertical EmbedmentLength (Ld)

mm

460

550

630

trength )

To( N

-

-

55

36

r Bolt

lt

ed Wi

Wire - JIS

Total length N

mm

630 M

765 M

840 M

orsion Nr )

5

6

re

G 3532

Nut

M-16

M-20

M-22

Lo

Sif

Ø K

Zin

Elo

Ten

Ad

Lo

Sif

Ø K

Zin

Un

To

Ten

Ad

No

1 2 3 4 5 6 7

ow Carbon L

fat Mekanis

Kawat nc Coating ( m

ongasi ( min )

nsile Strength

dhesion Test

ow Carbon H

fat Mekanis Kawat nc Coating ( m

niformity rsion ( min ) nsile Strength

dhesion Test

o. Type

PKU 1½

PKU 2" PKU 2½

PKU 3" PKU 3½

PKU 4" PKU 5"

Light Coatin

min )

Heavy Coat

min )

Len

NoLen

( m

" 38

50

" 65

75

" 90

100

125

ng (LLC) R

Satuan

mm Gr/m2

% ( N/mm2 )

×D

ting (LHC)

Satuan mm

Gr/m2

Nr ( N/mm2 )

×D

ngth minal ngth T

mm ) (

±

±

±

±

±

0 ±

5 ±

Refer to JIS

LLC-8 ( 4mm )

4.11 - 4.2

50 10

290 - 54

2D

Refer to BS

LHC 4.00

3.84 - 4.

290 1' / 3 X + ½

21 402 - 52

5D

Tolerance

mm ) ± 2.0 ± 2.5 ± 3.0 ± 3.5 ± 4.0 ± 4.5 ± 5.0

G3547 - SW

4.19

LLC-1m

27 3.32

40 290

2

S 443-1982

mm LHC 3

16 3.28

2

½' / 1X 1' / 3 X

20 402

4

Shank

Ø To

( mm ) ( m

2.15 ±0

2.75 ±0

3.05 ±0

3.40 ±0

3.75 ±0

4.20 ±0

5.20 ±0

G

G

N

N

WMGS2 / S

10 ( 3.40 mm )

L

2 - 3.48

50

10

0 - 540

2D

/ SNI 03-6

3.40 mm L

8 - 3.52

275

X + ½' / 1X 1' /

26

2 - 520

4D

LPolerance

mm ) (

0.06

0.06 2

0.08 2

0.08 2

0.08 3

0.10 3

0.10 3

Galvan

alvanized

Nails

Nail - JIS A

SNI 07-0040

LLC-12 ( 2.77 mm )

2.70 - 2.84

50

10

290 - 540

2D

154-1999

LHC 3.00 mm

2.88 - 3.12

275

/ 3 X + ½' / 1X

26

402 - 520

4D

Length of Point

(mm)

1.7 - 4.3

2.2 - 5.5

2.4 - 6.1

2.7 - 6.8

3.0 - 7.5

3.4 - 8.4

3.7 - 9.2

nized W

d Wire - JI

A5508

0-2006 Bj K

LLC-14 ( 2mm )

2.04 - 2.1

50

10

290 - 540

2D

LHC 2.70 m

2.59 - 2.8

260

X 1' / 3 X + ½'

28

402 - 520

4D

Head

Ø A

( mm )

5.1 ±

6.6 ±

7.3 ±

7.9 ±

8.8 ±

9.8 ±

10.3 ±

Wire

IS G 3547

KS

2.11 LLC-1mm

18 1.60

5

1

0 290

1

mm LHC 2

81 2.12

2

/ 1X 1' /

3

0 402

4

Angle

± 120°

± 120°

± 120°

± 120°

± 120°

± 120°

± 120°

7

6 ( 1.65 m ) - 1.70

50 10 - 540

1D

2.20 mm LH

- 2.28 1

240 / 3 X 38 - 520

4D

HC 2.00 mm

1.92 - 2.08

240

1' / 3 X

38

402 - 520

4D

No

1

2

3

4

5

6

7

8

9

Co

RB

RB

RB

RB

RB

RB

RB

RB

RB

De

Co

DB

DB

DB

DB

DB

DB

DB

DB

o. Product

RDW -

RDW -

RDW -

RDW -

RDW -

RDW -

RDW -

RDW -

RDW -

ode D

N

B - 10 10

B - 12 12

B - 16 16

B - 19 19

B - 22 22

B - 25 25

B - 28 28

B - 32 32

B - 50 50

eformed Ba

ode D

N

B - 10 10

B - 13 13

B - 16 16

B - 19 19

B - 22 22

B - 25 25

B - 29 29

B - 32 32

t N

6 5

7 4

8 4

9 3

10 3

11 3

12 2

13 2

14 2

iameter ( mm

Nominal T

0 ±

2 ±

6 ±

9 ±

2 ±

5 ±

8 ±

2 ±

0 ±

ar/ Beton Ul

iameter ( mm

Nominal T

0 ±

3 ±

6 ±

9 ±

2 ±

5 ±

9 ±

2 ±

Nominal Diame

5.16

4.57

4.19

3.76

3.40

3.05

2.77

2.41

2.11

) W

Tolerance N

± 0.4 0

± 0.4 0

± 0.5 ± 0.5 2

± 0.5 2

± 0.5 3

± 0.6 4

± 0.6 6

± 0.8

lir - Accordi

) W

Tolerance N

± 0.4 0

± 0.4 ± 0.5 ± 0.5 2

± 0.5 2

± 0.5 3

± 0.6 5

± 0.6 6

eter Tol. Ø (mm )

± 0.05

± 0.05

± 0.05

± 0.05

± 0.04

± 0.04

± 0.04

± 0.04

± 0.04

Weight ( kg / m

Nominal 0.617 0.888 1.578 2.226 2.984 3.853 4.833 6.313 17.40

ing to JIS 3

Weight ( kg / m

Nominal 0.617 1.042 1.578 2.226 2.984 3.853 5.185 6.313

( Tensile S( N/mm2

460 - 610

540 - 790

600 - 860

640 - 880

680 - 920

700 - 960

720 - 980

780 -100

820 -110

m )

CroSecLuPeng

Tolerance ( m

6% 78

6% 113

5% 20

5% 283

5% 380

5% 490

4% 61

4% 804

4% 196

112

m )

Tolerance

6% 6% 5% 5% 5% 5% 4% 4%

Nail

Nail W

Ro

Roun

Strength 2 ) Appl

0 Refe

0 - SW

0 - SW

0

0 Refe

0 - Bj K

0 - Bj K

00

00

oss ction

uas nampan

mm 2 )

.5

3.1

1.1

3.5

0.1

0.9

5.8

4.2

63.5

Cross SectionLuas Penamp

( mm 2 )

78.5

132.7

201.1

283.5

380.1

490.9

662.5

804.2

l Wire

Wire - JIS

ound / D

nd / Defor

lication

er to JIS G3532

WMB : Drawn

WMN : Drawn

er to SNI 07-00

K.B : Cooled d

K.P : Cooled d

n pang

h TinggSirip

( mm )

0.5

0.7

0.8

1.0

1.1

1.3

1.4

1.6

e

G 3532

Deform

rmed Bar

2 - 2000 type :

steel wire is ap

steel wire is ap

040-2006 type

drawn steel wi

drawn steel wi

gi p Jarak

( mm )

7.0 ma

9.1 ma

11.2 m

13.3 m

15.4 m

17.5 m

20.3 m

22.4 m

med B

- JIS 311

pplicated for g

pplicated for n

:

ire is applicate

ire is applicate

k Sirip b LebRusuk

) ( mm

ax 7.9 m

ax 10.2 m

max 12.6 m

max 14.9 m

max 17.3 m

max 19.7 m

max 22.8 m

max 25.1 m

Bar

2

general purpose

nail product

ed for general p

d for nail prod

ar k )

max max max max max max max max

ed

purposed

duct

M

Typ

Ro

Ro

De

De

PA

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

SR-

DIA

d

+ 0

Mechanical P

pe Sy

G

ound Bar SR

ound Bar SS

eformed SD

eformed SD

ART NUMBER

-01-01 -01-02 -01-03 -01-04 -01-05 -01-06 -01-07 -01-08 -02-01 -02-02 -02-03 -02-04 -02-05 -02-06 -02-07 -02-08

TOLE

AMETER TOTA

L

0.5 + 10

Properties/

ymbol of BY

Grade ( )

R 24 2

S 400 2

D 35 3

D 40 3

DIA METE

mm 12

16

ERANCE (mm)

AL LENGTH

Sifat Meka

Batas ulur Yield point

KT

min N/mm2

()

235 3

235 4

45 4

90 5

ER d L

mm

1600

1500

1400

1300

1200

1100

600

500

1600

1500

1400

1300

1200

1100

600

500

THREAD LEN

B

+ 2

anis Kuat Tarik Tensile point ( min N/mm2 ) 380 400 490 560

A B

mm m

0 1400 10

0 1300 10

0 1200 10

0 1100 10

0 1000 10

0 900 10

400 10

300 10

0 1400 10

0 1300 10

0 1200 10

0 1100 10

0 1000 10

0 900 10

400 10

300 10

NGTH

Regang Elongation

( % min )

20 20 18 16

WEIGHT

mm kg

00 1.421

00 1.332

00 1.243

00 1.154

00 1.066

00 0.977

00 0.533

00 0.444

00 2.525

00 2.367

00 2.209

00 2.051

00 1.894

00 1.736

00 0.947

00 0.789

S

Sa

Bendability (

Angle

1800

1800

1800

1800

NUTS

SIZE

mm

12

16

Sag Ro

ag Rod - J

Uji Lengkung

Radius

3 x d

3 x d

4 x d

5 x d

THICKNESS mm

max min

10.0 9.64

13.0 12.57

od

JIS G 311

g )

WASHER

OUT SIDE DIA METER

mm

26

32

2

R SIZE F DIA METER OF HOLE mm 13

17

THICK NESS mm

max min

3.6 2.8

5.0 4.0

OR SPAN OPURLIN/ G

n max

1550

1450

1350

1250

1150

1050

550

450

1550

1450

1350

1250

1150

1050

550

450

OF GIRT

min

1450

1350

1250

1150

1050

950

450

350

1450

1350

1250

1150

1050

950

450

350

Lo

Co

W

Ba

Ch

S

S

S

S

W

W

No

A.

1.

ow Carbon S

ode D(

WR 5.8 WR 6.4 WR 7.4 WR 8.4 WR 9.4

WR 10.4 WR 12

ar in Coil (W

Code

BIC 17 BIC 19 BIC 20 BIC 22 BIC 25 BIC 28 BIC 40

hemical Com

Class

SWRM 8 SWRM 10 SWRM 15 SWRM 20

Wire M

Wire Mesh

o. Specificatio

Material / R

Diameter

Steel Wire R

Diameter mm )

Nominal 5.8 6.4 7.4 8.4 9.4 10.4 12

Wire Rod) Diam( mm

Nominal 17 19 20 22 25 28 40

mposition

C 0.10 max

0.08 to 0.13 0.13 to 0.18 0.18 to 0.23

Mesh

- JIS G 3

on

Ribs Wire.

Rods

Tolerance ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5

meter m )

Tolerance ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.5 ± 0.6 ± 0.6

Chemi

Mn 0.60 max

0.30 to 0.60

0.30 to 0.60

0.30 to 0.60

3551

Units W5

mm 4

Out of Roun( mm )

Tolerance

0.64 max

0.64 max

0.64 max

0.64 max

0.64 max

0.64 max

0.64 max

Out of Roun( mm )

Tolerance

0.8 max 0.8 max 0.8 max 0.8 max 0.8 max

0.96 max

0.96 max

ical compositio

P 0.045 max

0.045 max

0.045 max

0.045 max

WMS

WM5

4.80 - 5.20

nd

nd

on %

x 0.04

x 0.04

x 0.04

x 0.04

MG WMS6

5.80 - 6

W

S

45 max

45 max

45 max

45 max

WMG 6

6.20

Wire R

WMS 7

W8

6.80 - 7.20

78

Rod / B

WMS 8

WM9

7.80 - 8.20

8.809.20

Bar in

MS WMS 10

0 - 0

9.80 - 10.20

Coil

2. 3. 4. 5. B. 1. 2. 3 4

5

6

A

JI

StaSec

H xmm

1

1

1

1

1

1

1

1

1

1

Weight / un

Tensile Stre

Yeild Streng

Elongation.

Product / WType Number of L

Number of C

Pitch ( lengt

Dimension (width ) Packaging

Angle (

S3192 - M

andard ctional Dimen

x B mm x m t

25 x 25 30 x 30 40 x 40 40 x 40 40 x 40 45 x 45 45 x 45 50 x 50 50 x 50 50 x 50 60 x 60 60 x 60 60 x 60 65 x 65 65 x 65 65 x 65 70 x 70 75 x 75 75 x 75 75 x 75 80 x 80 90 x 90 90 x 90 90 x 90 90 x 90

100 x 100 100 x 100 100 x 100 120 x 120 120 x 120 120 x 120 130 x 130 130 x 130 130 x 130 150 x 150

its length ength gth

Wire Mesh.

Line Wire Cross Wire th x width ) ( length x

(Hot R

Metric Siz

sions

mm r1 mm

r2 mm

3 4 2

3 4 2

3 4.5 2

4 4.5 2

5 4.5 3

5 6.5 3

4 6.5 3

4 6.5 3

5 6.5 3

6 6.5 4.

4 6.5 3

5 6.5 3

6 8 4

5 8.5 3

6 8.5 4

8 8.5 6

6 8.5 4

6 8.5 4

9 8.5 6

12 8.5 6

6 8.5 4

6 10 5

7 10 5

10 10 7

13 10 7

7 10 5

13 10 7

10 10 7

8 12 5

11 13 6.

12 13 6.

9 12 6

12 12 8.

15 12 8.

12 14 7

gr/m 1

N/mm2 m

N/mm2 m

% m

unit sh

pcs 1

pcs 3

mm 1

m 5

units/pcg 2

Rolled)

ze

Section

Area UW

m A cm2 K

2 1.427 2 1.727 2 2.336 2 2.336 3 3.755 3 4.302 3 3.492 3 3.892 3 4.802 .5 5.644 3 4.692 3 5.802 4 6.91 3 6.367 4 7.527 6 9.761 4 8.127 4 8.727 6 12.69 6 16.56 4 9.23 5 10.55 5 12.22 7 17 7 21.71 5 13.62 7 24.31 7 19 5 18.76 .5 25.37 .5 27.54 6 22.74 .5 29.76 .5 36.75 7 34.77

42 - 167 min 490 min 400 min 8

heet roll

5 15 6 360

50 x 150

.4 x 2.1 54 x

25 1

)

Unit Weight

CenGrav

Kg/m Cx =

1.12 0

1.36 0

1.83 1

1.83 1

2.95 1

3.38 1

2.74 1

3.06 1

3.77 1

4.43 1

3.68 1

4.55 1

5.4 5 1

5.91 1

7.66 1

6.38 1

6.85 2

9.96 2

13 2

7.32 2

8.28 2

9.59 2

13.3 2

17 2

10.7 2

19.1 2

14.9 2

14.7 3

19.9 21.6 17.9 3

23.4 3

28.8 3

27.3 4

207 - 2

min 49

min 40

min 8

sheet

15

36

150 x 1

x 2.1 54 x 2.

25

Inform

ter of vity

GeomInertia

= Cy cm Ix = Iy

cm4

.719 0.79

.844 1.42

1.09 3.53

1.09 3.53

1.17 5.42

1.28 7.91

1.24 6.5

1.37 9.06

1.41 11.1

1.44 12.6

1.61 16

1.66 19.6

1.7 22.7

1.77 25.3

1.81 29.4

1.88 36.8

1.93 37.1

2.06 46.1

2.17 64.4

2.29 81.9

2.18 56.4

2.42 80.7

2.46 93

2.57 125

2.69 156

2.71 129

2.94 220

2.82 175

3.24 258

3.3 340

3.4 367

3.53 366

3.64 467

3.76 568

4.14 740

237

90

00

roll

15

36

150

.1 54 x 2.1

1

mative Referen

metrical Momena

y Max Iu

cm4 97 1.26

2 2.26

3 5.6

3 5.6

2 8.59

1 12.5

5 10.3

6 14.4

1 17.5

6 20

25.4

6 31.2

79 36.16

3 40.1

4 46.6

8 58.3

1 58.9

1 73.2

4 102

9 129

4 89.6

7 128

148

5 199

6 248

9 205

0 348

5 278

8 410

0 541

7 583

6 583

7 743

8 902

0 1180

285 - 319 3

min 490 m

min 400 m

min 8 m

sheet s

15 1

36 3

150 x 150 1

54 x 2.1 5

20 2

nce

nt of Rad

Min Iv

cm4 Ix =cm

0.332 0.

0.59 0.

1.46 1

1.46 1

2.25 1

3.29 1

2.7 1

3.76 1

4.58 1

5.23 1

6.62 1

8.09 1

9.42 1

10.5 1

12.2 1

15.3 1

15.3 2

19 2

26.7 2

34.5 2

23.2 2

33.4 2

38.3 2

51.7 2

65.3 2

53.2 3

91.1

72 3

106 3

140 3

151 3

150 4

192 3

234 3

304 4

375 - 415 477

min 490 min

min 400 min

min 8 min

heet shee

15 15

36 36

150 x 150 150

54 x 2.1 54 x

20 15

dius of Gyratio

= Iy

Max Iu

cm .747 0.94

.908 1.14

1.23 1.55

1.23 1.55

1.2 1.51

1.36 1.71

1.36 1.72

1.53 1.92

1.52 1.91

1.5 1.88

1.85 2.33

1.84 2.32

1.82 2.29

1.99 2.51

1.98 2.49

1.94 2.44

2.14 2.69

2.3 2.9

2.25 2.84

2.22 2.79

2.46 3.1

2.77 3.48

2.76 3.48

2.71 3.42

2.68 3.38

3.08 3.88

3 3.78

3.04 3.83

3.71 4.67

3.66 4.62

3.65 4.6

4.01 5.06

3.96 5

3.93 4.95

4.61 5.82

- 522 592 - 6

n 490 min 49

n 400 min 40

n 8 min 8

et sheet 15 36

0 x 150 150 x

x 2.1 54 x 2

15

on of Area ZcMoS

Min Iv

cm 0.48 0.58 0.79 0.79 0.77 0.87 0.88 0.98 0.98 0.96 1.19 1.18 1.17 1.28 1.27 1.25 1.37 1.48 1.45 1.44 1.58 1.78 1.77 1.74 1.73 1.98 1.94 1.95 2.38 2.35 2.35 2.57 2.54 2.53 2.96

641 90 00

150

.1

Zx = Zy

cm3

Modulus of Section

0.448 0.661 1.21 1.21 1.91 2.46

2 2.49 3.08 3.55 3.66 4.52 5.28 5.35 6.26 7.96 7.33 8.47 21.1 15.7 9.7 12.3 14.2 19.5 24.8 17.7 31.1 24.4 29.5

39.36 42.68 38.7 49.9 41.6 68.1

150 x 150 15 14 10 42.74 33.6 4.24 888 1410 365 4.56 5.75 2.92 82.6 150 x 150 19 14 10 53.38 41.9 4.4 1090 1730 451 4.52 5.69 2.91 103 175 x 175 12 15 11 40.52 31.8 4.73 1170 1860 480 5.38 6.78 3.44 91.8 175 x 175 15 15 11 50.21 39.4 4.85 1440 2290 589 5.35 6.75 3.48 114 200 x 200 15 17 12 57.75 45.3 5.46 2180 3470 891 6.14 7.75 3.93 150 200 x 200 20 17 12 76 59.7 5.67 2820 4490 1160 6.09 7.68 3.9 197 200 x 200 25 17 12 93.75 73.6 5.86 3420 5420 1410 6.04 7.61 3.88 242 250 x 250 25 24 12 119.4 93.7 7.1 6950 11000 2860 7.63 9.62 4.89 388 250 x 250 35 24 18 162.6 128 7.45 9110 14400 3790 7.49 9.42 4.83 519

Equal Angle - Unequal Angle (Weight Table)

EQUAL ANGLE (Hot Rolled)


L 45 x 45 x 4 2.74 16.5 33 L 50 x 50 x 4 3.06 18.5 37 L 50 x 50 x 5 3.77 22.62 45.24 L 60 x 60 x 5 4.55 27.5 55 L 60 x 60 x 6 5.42 32.5 65 L 65 x 65 x 5 5 30 60 L 65 x 65 x 6 5.91 35.5 71 L 70 x 70 x 6 6.38 38.5 77 L 70 x 70 x 7 7.38 44.5 89 L 75 x 75 x 6 6.85 41 82 L 90 x 90 x 6 8.28 49.5 99 L 90 x 90 x 7 9.6 58 115 L 90 x 90 x 8 10.8 65 130 L 90 x 90 x 9 12.2 73 146 L 90 x 90 x 10 13.3 80 160 L 90 x 90 x 13 17 102 204 L 100 x 100 x 7 10.7 64 128 L 100 x 100 x 8 12.1 73 146 L 100 x 100 x 9 13.5 81 162 L 100 x 100 x 10 14.9 89.5 179 L 100 x 100 x 12 17.8 107 214 L 100 x 100 x 13 19.1 114.6 229 L 120 x 120 x 8 14.7 88 176 L 120 x 120 x 10 18.2 109 218 L 120 x 120 x 11 19.9 119.5 239 L 120 x 120 x 12 21.6 130 260 L 130 x 130 x 9 17.9 107.5 215 L 130 x 130 x 10 19.7 118 236 L 130 x 130 x 12 23.4 140.5 281 L 150 x 150 x 10 23 138 276 L 150 x 150 x 12 27.3 164 328 L 150 x 150 x 15 33.6 202 404 L 175 x 175 x 12 31.8 191 382 L 175 x 175 x 15 39.4 236.5 473 L 180 x 180 x 14 38 228 456 L 200 x 200 x 15 45.3 272 544 L 200 x 200 x 20 59.7 358 716 L 200 x 200 x 25 73.6 442 884

UNEQUAL ANGLE (Hot Rolled)

S I Z E Weight

Kg/m Kg/6m Kg/12m

L 125 x 75 x 8 12.2 73 146 L 125 x 75 x 9 13.49 81 162 L 125 x 75 x 10 14.9 89 178 L 150 x 90 x 9 16.4 98.5 197 L 150 x 90 x 10 18.1 109 218 L 150 x 90 x 12 21.6 129.5 259

L 250 x 250 x 25 93.7 562 1124 L 250 x 250 x 35 128 768 1536

Tabel Besi

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Transcript of Tabel Besi