Wide Flange ShapeProduct SpecificationsHot Rolled

Geometrical moment of inertia I = Ai 2

Radius of gyration of area I = I / AModulus of section z = I / e

According JIS G 3192 Metric Size

SectionArea Unit

thgieWlanimoNDimensional lx ly ix iy Zx Zy

mm mm mm mm mm cm2 kg/m cm4 cm4 cm cm cm3 cm3

150 x 75 150 x75 5 7 8 17.85 14.00 666 50 6.11 1.66 8.88 13.20150 x 100 150 x100 6 9 11 26.84 21.10 1,020 151 6.17 2.37 138.00 30.10

198 x 99 4.5 7 11 23.18 18.20 1,580 114 8.26 2.21 160.00 23.00200 x 100 5.5 8 11 27.16 21.30 1,840 134 8.24 2.22 184.00 26.80

200 x 150 194 x 150 6 9 12 38.80 30.60 2,675 507 8.30 3.60 275.80 67.60248 x 124 5 8 12 32.68 25.70 3,540 255 10.40 2.79 285.00 41.10250 x 125 6 9 12 37.66 29.60 4,050 294 10.40 2.79 324.00 47.00298 x 149 5.5 8 13 40.80 32.00 6,320 442 12.40 3.29 424.00 59.30300 x 150 6.5 9 13 46.78 36.70 7,210 508 12.40 3.29 481.00 67.70346 x 174 6 9 14 52.68 41.40 11,100 792 14.50 3.88 641.00 91.00350 x 175 7 11 14 63.14 49.60 13,600 984 14.70 3.95 775.00 112.00396 x 199 7 11 16 72.16 56.60 20,000 1,450 16.70 4.48 1,010.00 145.00400 x 200 8 13 16 84.1 66.00 23,700 1,740 16.80 4.54 1,190.00 174.00

450 x 200 450 x 200 9 14 18 96.8 76.00 33,500 1,870 18.60 4.40 1,490.00 187.00500 x 200 500 x 200 10 16 20 114.2 89.60 47,800 2,140 20.50 4.33 1,910.00 214.00600 x 200 600 x 200 11 17 22 134.4 106.00 77,600 2,280 24.00 4.12 2,590.00 228.00600 x 200 588 x 300 12 20 28 192.5 151.00 118,000 9,020 24.80 6.85 4,020.00 601.00700 x 300 700 x 300 13 24 28 235.5 185.00 201,000 10,800 29.30 6.78 5,760.00 722.00800 x 300 800 x 300 14 26 28 267.4 210.00 292,000 11,700 33.00 6.62 7,290.00 782.00900 x 300 900 x 300 16 28 28 309.8 243.00 411,000 12,600 36.40 6.39 9,140.00 843.00

Geometrical Radius Of Modulus OfGyration Of Area SectionH x B t1 t2 r

400 x 200

(A = sectional area)

200 x 100

250 x 125

300 x 150

350 x 175

A Moment Of Inertia

Standard Sectional Dimension Informative Reference

Welded Beam Products

Wide Flange ShapeDimensional Tolerances

According JIS G 3192

± 3.0 (0.118)Nominal depth of under 400 (15.748) ± 3.0 (0.118)400 to 600 (23.622), excl. ± 4.0 (0.157)600 and over ± 5.0 (0.197)

Flange Under 16 ± 1.5 (0.059) t 2 16 or over to and excl. 25 ± 2.0 (0.079)

25 or over to and excl. 40 ± 2.5 (0.098) 40 or over ± 3.0 (0.118)

Web Under 16 ± 1.0 (0.039) t 1 16 or over to and excl. 25 ± 1.5 (0.024)

25 or over to and excl. 40 ± 2.0 (0.079) 40 or over ± 2.5 (0.098)

+ 40 (1.575)- 0

Nominal depths300 (11.811) or under in nominal depth

Nominal depthsOver 300 (11.811) in nominal depth

Nominal depths300 (11.811) and under

Nominal depthsOver 300 (11.811)

Nominal depths300 (11.811) and under

Nominal depthsOver 300 (11.811)

Item, mm (in.) Tolerance Remarks

Width (B )

Depth (H )

Thic

knes

s

Length

7 m or under

Over 7 m40 (1.575) plus 5 (0.197) for

each additional meter or fraction there of

Out-of-Square (T)

Not more than 1.2 percent of flange width B or 2.0 (0.079) at

minimum.Not more than 1.5 percent of

flange width B or 2.0 (0.079) at minimum.

± 4.5 (0.117)

Chamber of Sweep

Not more than 0.20 percent of Length.

Not more than 0.10 percent of Length.

Horizontal or Vertical Curvature in the direction of length

1.6% or under of width B or of depth H, provided that 3.0mm

is the minimumEnds Out of Square (e)

Web Off Centre (S)

± 3.0 (0.118)

Wide Flange ShapeChemical Composition

C Si Mn P S

SS 400 - - - 0.050 max 0.050 maxSM 490 YASM 490 YB

Chemical CompositionSymbol Of Grade

0.20 Max 0.55 Max 1.60 Max 0.035 Max 0.035 Max

Wide Flange ShapeChemical Composition

-

Type Of MaterialClassified by Tensile Strength

Tensile Strength Class (N/mm)

Steel Structure 400

Special Specification

A 36

Specifications

JIS ASTM BS 4360 DIN

St 33Gr. 43AG 3101 SS400

Wide Flange ShapeMechanical Properties

16 or under >16 up to 40 N/mm2 5 or under 5 to 6 >6 up to 50245 min 235 min 400 - 510 21 min 17 min 21 min

SM 490 YASM 490 YB

ClassificationYield Point/mm2

Thickness Tensile Strength

JIS G3106 365 min 355 min

Elongation (%)Thickness of Steel Products (mm)

JIS G3101 SS 400

490 - 610 19 min 15 min 19 min

Wide Flange ShapeTable Weight

Specification : JIS G3101 SS400.

Hot Rolled Beam / WFIWF 150 x 75 x 5 x 7 14 168IWF 198 x 99 x 4.5 x 7 18.2 218WF 148 x 100 x 6 x 9 21.1 253IWF 200 x 100 x 5.5 x 8 21.3 256IWF 248 x 124 x 5 x 8 25.7 308IWF 250 x 125 x 6 x 9 29.6 355WF 194 x 150 x 6 x 9 30.6 367IWF 298 x 149 x 5.5 x 8 32 384IWF 300 x 150 x 6.5 x 9 36.7 440IWF 346 x 174 x 6 x 9 41.4 497IWF 350 x 175 x 7 x 11 49.6 595IWF 396 x 199 x 7 x 11 56.6 679IWF 400 x 200 x 8 x 13 66 792IWF 450 x 200 x 9 x 14 76 912IWF 500 x 200 x 10 x 16 89.6 1,075IWF 600 x 200 x 11 x 17 106 1,272IWF 588 x 300 x 12 x 20 151 1,812

Hot Rolled Beam / H-BeamHB 100 x 100 x 6 x 8 17.2 206HB 125 x 125 x 6.5 x 9 23.8 286HB 150 x 150 x 7 x 10 31.5 378HB 175 x 175 x 7.5 x 11 40.2 482HB 200 x 200 x 8 x 12 49.9 599HB 250 x 250 x 9 x 14 72.4 869HB 300 x 300 x 10 x 15 94 1128HB 350 x 350 x 12 x 19 137 1644

Hot Rolled Beam / WF In InchUB 467 x 192.8 x 11.4 x 19.6 98.3 1,179.60UB 463 x 191.9 x 10.5 x 17.7 89.3 1,071.60UB 460 x 191.3 x 9.9 x 16 82 984.00UB 457 x 190.4 x 9 x 14.5 74.3 891.60UB 453 x 189.9 x 8.5 x 12.7 67.1 805.20UB 466 x 155.3 x 10.5 x 18.9 82.1 985.20UB 462 x 154.4 x 9.6 x 17 74.2 890.40UB 458 x 153.8 x 9 x 15 67.2 806.40UB 455 x 152.9 x 8.1 x 13.3 59.8 717.60UB 450 x 152.4 x 7.6 x 10.9 52.3 627.60UB 413 x 179.5 x 9.5 x 16 74.2 890.40UB 409 x 178.8 x 8.8 x 14.3 67.1 805.20UB 406 x 177.9 x 7.9 x 12.8 60.1 721.20UB 403 x 177.7 x 7.7 x 10.9 54.1 649.20UB 363 x 173.2 x 9.1 x 15.7 67.1 805.20UB 358 x 172.2 x 8.1 x 13 57 684.00UB 355 x 171.5 x 7.4 x 11.5 51 612.00UB 351 x 171.1 x 7 x 9.7 45 540.00UB 310 x 166.9 x 7.9 x 13.7 54 648.00UB 307 x 165.7 x 6.7 x 11.8 46.1 553.20UB 303 x 165 x 6 x 10.2 40.3 483.60UB 260 x 147.3 x 7.2 x 12.7 43 516.00UB 256 x 146.4 x 6.3 x 10.9 37 444.00

Size Kg/M Kg/12M

Wide Flange ShapeTable Weight

Specification : JIS G3101 SS400.

Size Kg/M Kg/12M

UB 251 x 146.1 x 6 x 8.6 31.1 373.20UB 207 x 133.9 x 6.4 x 9.6 30 360.00UB 203 x 133.2 x 5.7 x 7.8 25.1 301.20UB 127 x 76 x 4 x 7.6 13 156.00UC 222 x 209.1 x 12.7 20.5 86.1 1,033.20UC 216 x 206.4 x 10 17.3 71 852.00UC 210 x 205.8 x 9.4 14.2 60 720.00UC 206 x 204.3 x 7.9 12.5 52 624.00UC 203 x 203.6 x 7.2 11 46.1 553.20UC 162 x 154.4 x 8 11.5 37 444.00UC 158 x 152.9 x 6.5 9.4 30 360.00UC 152 x 152.2 x 5.8 6.8 23 276.00

Lipped Channel (Baja Kanal C Ringan)Product Specifications

Metric SizeSection

Area

t A Ix IY Zx ZY rx rY Cy Xo J CW

mm cm2 Kg/m cm4 cm4 cm3 cm3 cm cm cm cm cm4 cm6

2 4.54 3.56 71 17 14.3 5.4 3.97 1.93 1.87 4.48 605 4442.3 5.17 4.06 81 19 16.1 6 3.95 1.92 1.86 4.46 912 4962.5 5.59 4.39 87 20 17.3 6.5 3.94 1.9 1.86 4.45 1164 5282.8 6.2 4.87 95 22 19.1 7.1 3.92 1.89 1.86 4.42 1621 5743 6.61 5.19 101 23 20.2 7.4 3.91 1.88 1.86 4.41 1982 603

3.2 7.01 5.5 106 24 21.3 7.8 3.9 1.87 1.86 4.4 2392 6302 5.04 3.95 120 18 19.3 5.5 4.89 1.91 1.69 4.15 672 675

2.3 5.75 4.51 136 21 21.8 6.2 4.87 1.89 1.69 4.12 1013 7552.5 6.21 4.88 147 22 23.5 6.6 4.86 1.88 1.69 4.11 1295 8052.8 6.9 5.42 162 24 25.9 7.2 4.84 1.86 1.69 4.08 1804 8773 7.36 5.78 172 25 27.5 7.6 4.83 1.85 1.69 4.07 2207 922

3.2 7.81 6.13 181 27 29 8 4.82 1.84 1.68 4.05 2665 9652 5.54 4.35 185 19 24.7 5.6 5.79 1.87 1.55 3.86 738 971

2.3 6.32 4.96 210 22 28 6.3 5.77 1.86 1.55 3.84 1115 10882.5 6.84 5.37 226 23 30.2 6.8 5.75 1.85 1.55 3.82 1425 11622.8 7.6 5.97 250 26 3.33 7.4 5.73 1.83 1.54 3.8 1987 12673 8.11 6.37 265 27 35.4 7.8 5.72 1.82 1.54 3.78 2432 1334

3.2 8.61 6.76 280 28 37.4 8.2 5.71 1.81 1.54 3.77 2938 13982 6.14 4.82 218 36 29.1 8.3 5.96 2.43 2.12 5.19 818 1784

2.3 7.01 5.5 248 41 33 9.4 5.94 2.42 2.12 5.16 1236 20062.5 7.59 5.96 267 44 35.6 10 5.93 2.41 2.12 5.15 1581 21482.8 8.44 6.63 295 48 39.4 11 5.91 2.39 2.12 5.13 2207 23523 9.01 7.07 314 51 41.8 11.6 5.9 2.38 2.11 5.11 2702 2482

3.2 9.57 7.51 332 54 44.2 12.2 5.89 2.37 2.11 5.09 3265 26082 7.54 5.92 467 56 46.7 10.6 7.87 2.73 2.2 5.49 1005 4571

2.3 8.62 6.77 531 64 53.1 12 7.85 2.72 2.2 5.47 1520 51592.5 9.34 7.33 573 68 57.3 12.9 7.84 2.71 2.2 5.45 1946 55372.8 10.4 8.17 636 75 63.6 14.2 7.82 2.69 2.2 5.42 2719 60853 11.11 8.72 676 80 67.6 15 7.8 2.68 2.19 5.41 3332 6437

3.2 11.81 9.27 716 84 71.6 15.8 7.79 2.67 2.19 5.39 4030 6779

Material : JIS G 3131 / ASTM 830Symbol : SPHC/ SAE 1006/ SAE 1008Standard length : 6 MetersDimention Tolerance : JIS G 3350

Non standard length is available on request subject to minimum quantity.We provide additional services for standard drilling and punching.Shotblasting, painting and galvanizing are available on request.

Technical Specification

20C 200 x 75 x

20

C 150 x 65 x 20

C 150 x 50 x

x 50 x 20

Informative ReferenceGeometrical

Moment of Inertia Modulus of Section Radius of Gyration Center of Gravity

ShearCenter

TorsionConstant

WarpingConstant

Unit WeightDimension

C 125

H x B x Cmm

C 100 x 50 x 20

XX

ix

iy

CySx

S.C.

CySx

Y

Y

B

C

Ht

Lipped Channel (Baja Kanal C Ringan)Product Specifications

SNI 07-0138-1987 Metric SizeSection

Area

t A Ix IY Zx ZY rY Cy Xo J CW

mm cm2 Kg/m cm4 cm4 cm3 cm3 cm cm cm cm4 cm6

2 4.44 3.56 71 17 5.4 1.93 1.87 4.48 605 4442.3 5.17 4.06 81 19 6 1.92 1.86 4.46 912 4962.8 6.21 4.87 95 22 7.1 1.89 1.86 4.42 1621 5743.2 7.01 5.5 106 24 7.8 1.87 1.86 4.4 2392 6302.3 5.75 4.51 136 21 6.2 1.89 1.69 4.12 1013 7553.2 7.81 6.13 181 27 8 1.84 1.68 4.05 2665 9652.3 6.32 4.96 210 22 6.3 1.86 1.55 3.84 1115 10883.2 8.61 6.76 280 28 8.2 1.81 1.54 3.77 2938 13982.3 7.01 5.5 248 41 9.4 2.42 2.12 5.16 1236 20063.2 9.57 7.51 332 54 12.2 2.37 2.11 5.09 3265 26083.2 11.81 9.27 716 84 15.8 2.67 2.19 5.39 4030 6779

* Carbon ( C ) : * : ± 0.24 mm* Pospor (p) : ≤ 3.2 mm : ± 0.3 mm* Belerang (s) : * Tinggi ( H ) ≤ 125 mm : ± 1.5 mm

: ± 2.0 mm* Lebar ( B ) ≤ 75 mm : ± 2.0 mm* Lip ( C ) ≤ 25 mm : ± 2.0 mm

* Yield Strength : 176.4 N/mm2 Min * Lip ( C ) ≤ 25 mm : ± 2.0 mm* Tensile Strength: 333.2 N/mm2 Min * Panjang 6~7 M : + 40 mm* Elongation : 21% min - 0 mm

6.1702 x 57 x 002 C

21.82928

3.973.95

Sifat Mekanik

Technical Specification

Komposisi Kimia ToleransiTebal ≤ 2.3 mm

≤ 250 mm

5.9444.2 5.89

7.79

0.25 % max0.05 % max0.05 % max

C 150 x 50 x 20

C 125 x 50 x 20 4.82

16.13.923.9

4.8721.3

5.775.71

mm cmrx

C 100 x 50 x 20

14.3

19.1

Modulus of Section

Radius of Gyration

Center of Gravity

H x B x C

ShearCenter

TorsionConstant

WarpingConstant

C 150 x 65 x 20

37.433

Dimension Unit WeightInformative Reference

Geometrical Moment of Inertia

XX

ix

iy

CySx

S.C.

CySx

Y

Y

B

C

Ht

T-BeamProduct Specifications

Metric Size

Web Flange

H B t1 t2 r A y IX IY iX iY ZX ZY

mm mm mm mm mm cm2 kg/m mm cm4 cm4 cm cm cm3 cm3

T 50 x 100 50 100 6 8 10 10.95 8.6 40 16 67 1.2 2.47 4 13.4T 62.5 x 125 62.5 125 6.5 9 10 15.16 11.9 50.6 35 147 1.51 3.11 6.9 23.5T 75 x 75 75 75 5 7 8 8.93 7 57 42 25 2.18 1.67 7.4 6.6T 75 x 150 75 150 7 10 11 20.07 15.75 61.3 66 282 1.81 3.75 10.8 37.6T 100 x 100 100 100 5.5 8 11 13.58 10.65 71.7 114 67 2.9 2.22 14.8 13.4T 99 x 100 99 100 4.5 7 11 11.59 9.1 78.1 94 58 2.84 2.25 12 11.7T 87.5 x 175 87.5 175 7.5 11 12 25.61 20.1 72 114 492 2.11 4.38 15.8 56.2T 100 x 200 100 200 8 12 13 31.77 24.95 82.7 184 801 2.41 5.02 22.2 80.1T 125 x 125 125 125 6 9 12 18.83 14.8 97.2 248 147 3.63 2.79 25.5 23.5T 124 x 124 124 124 5 8 12 16.34 12.85 97.7 207 127 3.56 2.79 21.2 20.5T 125 x 250 125 250 9 14 16 46.09 36.2 104.2 411 1825 2.98 6.29 39.4 146T 150 x 150 150 150 6.5 9 13 23.39 18.35 115.9 463 254 4.45 3.29 39.9 33.8T 149 x 149 149 149 5.5 8 13 20.4 16 116.4 393 221 4.39 3.29 33.7 29.6T 150 x 300 150 300 10 15 18 59.9 47 125.3 796 3378 3.64 7.51 63.5 225.2T 175 x 175 175 175 7 11 14 31.57 24.8 137.5 814 492 5.08 3.95 59.2 56.3T 173 x 174 173 174 6 9 14 26.34 20.7 136 678 396 5.07 3.88 49.9 45.5T 175 x 350 175 350 12 19 20 86.95 68.85 146.4 1515 6794 4.17 8.84 103.5 388.2T 200 x 200 200 200 8 13 16 42.06 33 157.7 1395 868 5.76 4.54 88.5 86.8T 198 x 199 198 199 7 11 16 36.08 28.3 156.3 1193 723 5.75 4.48 76.3 72.7T 200 x 400 200 400 13 21 22 109.35 86 167.9 2470 11207 4.75 10.12 147.1 560.4T 225 x 200 225 200 9 14 18 48.38 38 173.5 2155 936 6.67 4.4 124.2 93.6T 250 x 200 250 200 10 16 20 57.1 44.8 190.5 3210 1071 7.5 4.33 168.5 107.1T 300 x 200 300 200 11 17 22 67.2 53 221.6 5786 1139 9.29 4.12 261.9 113.9T 294 x 300 294 300 12 20 28 96.25 75.5 233.2 6695 4509 8.34 6.84 295.3 300.6T 350 x 300 350 300 13 24 28 117.75 92.5 274.5 12015 5412 10.1 6.78 447.3 360.8T 400 x 300 400 300 14 26 28 133.7 105 308.3 18787 5866 11.85 6.62 609.5 391.1

Note :- Material Specification refer to Wide Flange Shape.- Tolerance H = + 2mm.

mm

Sectional Area Unit Weight

Informative Reference

Center of Gravity

Geometrical Moment of Inertia

Radius of Gyration of Area Modulus of Section

Standard Sectional Dimension

Depth of Section

Width of Section

Thickness Corner RadiusSectional Index

t

t

r

H

B

2

1

XX

Y

Y

y

Refer to JIS G3551 - WFRUnits

mmretemaiD1 6.80 - 7.20 7.80 - 8.20 8.80 - 9.20 9.80 - 10.202 Weight / units length gr/m 285 - 319 375 - 415 477 - 522 592 - 6413 Tensile Strength N/mm2 min 490 min 490 min 490 min 4904 Yeild Strength N/mm2 min 400 min 400 min 400 min 400

%noitagnolE5 min 8 min 8 min 8 min 8B. Product / Wire Mesh

tinuepyT1 sheet roll sheet roll sheet sheet sheet sheet2 Number of Line Wire pcs 15 15 15 15 15 15 15 153 Number of Cross Wire pcs 36 360 36 360 36 36 36 364 Pitch ( length x width ) mm 150 x 150 150 x 150 150 x 150 150 x 1505 Dimension ( length x width ) M 5.4 x 2.1 54 x 2.1 5.4 x 2.1 54 x 2.1 5.4 x 2.1 5.4 x 2.1 5.4 x 2.1 5.4 x 2.16 Packaging units/pcg 25 1 25 1 20 20 15 15

SpecificationNo WMS7

WMS8

WMS9

WMS10

WMS5

WMG5

WMS6

WMG6

min 8 min 8

150 x 150 150 x 150

min 490 min 490min 400 min 400

A. Material / Ribs Wire4.80 - 5.20 5.80 - 6.20142 - 167 207 - 237