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TABEL BERAT (WEIGHT TABLE)

Wide Flange ShapeProduct Specifications Hot Rolled

Geometrical moment of inertia Radius of gyration of area Modulus of section

I = Ai 2 I= I/A z=I/e

(A = sectional area)

According JIS G 3192Standard Sectional Dimension Nominal Dimensional mm 100 x 100 125 x125 150 x 75 150 x 100 150 x 150 175 x 175 200 x 100 200 x 150 200 x 200 250 x 125 250 x 250 300 x 150 300 x 300 350 x 175 350 x 350 400 x 200 400 x 400 450 x 200 500 x 200 600 x 200 600 x 200 700 x 300 800 x 300 900 x 300 HxB mm 100 x100 125 x125 150 x75 150 x100 150 x150 175 x175 198 x 99 200 x 100 194 x 150 200 x 200 248 x 124 250 x 125 250 x 250 298 x 149 300 x 150 300 x 300 346 x 174 350 x 175 350 x 350 396 x 199 400 x 200 400 x 400 450 x 200 500 x 200 600 x 200 588 x 300 700 x 300 800 x 300 900 x 300 t1 mm 6 6.5 5 6 7 7.5 4.5 5.5 6 8 5 6 9 5.5 6.5 10 6 7 12 7 8 13 9 10 11 12 13 14 16 t2 mm 8 9 7 9 10 11 7 8 9 12 8 9 14 8 9 15 9 11 19 11 13 21 14 16 17 20 24 26 28 r mm 10 10 8 11 11 12 11 11 12 13 12 12 16 13 13 18 14 14 20 16 16 22 18 20 22 28 28 28 28 Section Area A cm2 21.90 30.31 17.85 26.84 40.14 51.21 23.18 27.16 38.80 63.53 32.68 37.66 92.18 40.80 46.78 119.80 52.68 63.14 173.9 72.16 84.1 218.7 96.8 114.2 134.4 192.5 235.5 267.4 309.8 Informative Reference Unit Weight kg/m 17.20 23.80 14.00 21.10 31.50 40.20 18.20 21.30 30.60 49.90 25.70 29.60 72.40 32.00 36.70 94.00 41.40 49.60 137.00 56.60 66.00 172.00 76.00 89.60 106.00 151.00 185.00 210.00 243.00 Geometrical Moment Of Inertia lx ly cm 4 cm4 383 847 666 1,020 1,640 2,880 1,580 1,840 2,675 4,720 3,540 4,050 10,800 6,320 7,210 20,400 11,100 13,600 40,300 20,000 23,700 66,600 33,500 47,800 77,600 118,000 201,000 292,000 411,000 134 293 50 151 563 984 114 134 507 1,600 255 294 3,650 442 508 6,750 792 984 13,600 1,450 1,740 22,400 1,870 2,140 2,280 9,020 10,800 11,700 12,600 Radius Of Gyration Of Area ix iy cm cm 4.18 5.29 6.11 6.17 6.39 7.50 8.26 8.24 8.30 8.62 10.40 10.40 10.80 12.40 12.40 13.10 14.50 14.70 15.20 16.70 16.80 17.50 18.60 20.50 24.00 24.80 29.30 33.00 36.40 2.47 3.11 1.66 2.37 3.75 4.38 2.21 2.22 3.60 5.02 2.79 2.79 6.29 3.29 3.29 7.51 3.88 3.95 8.84 4.48 4.54 10.10 4.40 4.33 4.12 6.85 6.78 6.62 6.39

Metric Size

Modulus Of Section Zx Zy cm3 cm 3 76.50 136.00 8.88 138.00 219.00 330.00 160.00 184.00 275.80 472.00 285.00 324.00 867.00 424.00 481.00 1,360.00 641.00 775.00 2,300.00 1,010.00 1,190.00 3,330.00 1,490.00 1,910.00 2,590.00 4,020.00 5,760.00 7,290.00 9,140.00 26.7 47.00 13.20 30.10 75.10 112.00 23.00 26.80 67.60 160.00 41.10 47.00 292.00 59.30 67.70 450.00 91.00 112.00 776.00 145.00 174.00 1120.00 187.00 214.00 228.00 601.00 722.00 782.00 843.00

Wide Flange ShapeDimensional Tolerances According JIS G 3192 Item, mm (in.)Width ( B ) Depth (H ) Flange t2 Nominal depth of under 400 (15.748) 400 to 600 (23.622), excl. 600 and over Under 16 16 or over to 25 or over to 40 or over Under 16 16 or over to 25 or over to 40 or over and excl. 25 and excl. 40

Tolerance 3.0 (0.118) 3.0 (0.118) 4.0 (0.157) 5.0 (0.197) 1.5 (0.059) 2.0 (0.079) 2.5 (0.098) 3.0 (0.118) 1.0 (0.039) 1.5 (0.024) 2.0 (0.079) 2.5 (0.098) + 40 (1.575) -0 40 (1.575) plus 5 (0.197) for each additional meter or fraction there of 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. Not more than 0.20 percent of Length. Not more than 0.10 percent of Length. 3.0 (0.118)

Remarks

Web t1

and excl. 25 and excl. 40 7 m or under

Length Over 7 m

Nominal depths 300 (11.811) or under in nominal depth Out-of-Square (T) Nominal depths Over 300 (11.811) in nominal depth Nominal depths 300 (11.811) and under Chamber of Sweep Nominal depths Over 300 (11.811) Nominal depths 300 (11.811) and under Web Off Centre (S) Nominal depths Over 300 (11.811)

Horizontal or Vertical Curvature in the direction of length

4.5 (0.117) 1.6% or under of width B or of depth H, provided that 3.0mm is the minimum

Ends Out of Square (e)

Wide Flange ShapeChemical CompositionSymbol Of Grade SS 400 SM 490 YA SM 490 YB C 0.20 Max Si 0.55 Max Chemical Composition Mn 1.60 Max P S 0.050 max 0.035 Max

0.050 max 0.035 Max

Wide Flange ShapeChemical CompositionClassified by Tensile Strength Type Of Material Tensile Strength Class (N/mm) 400 Special Specification JIS G 3101 SS400 Specifications ASTM A 36 BS 4360 Gr. 43A DIN St 33

Steel Structure

Wide Flange ShapeMechanical PropertiesYield Point/mm2 Thickness 16 or under >16 up to 40 245 min 365 min 235 min 355 min Elongation (%) Thickness of Steel Products (mm) 5 or under 5 to 6 >6 up to 50 21 min 19 min 17 min 15 min 21 min 19 min

Classification JIS G3101 SS 400 SM 490 YA JIS G3106 SM 490 YB

Tensile Strength N/mm2 400 - 510 490 - 610

Wide Flange ShapeTable WeightSpecification : JIS G3101 SS400. Size Hot Rolled Beam IWF 150 x IWF 198 x WF 148 x IWF 200 x IWF 248 x IWF 250 x WF 194 x IWF 298 x IWF 300 x IWF 346 x IWF 350 x IWF 396 x IWF 400 x IWF 450 x IWF 500 x IWF 600 x IWF 588 x Hot Rolled Beam HB 100 x HB 125 x HB 150 x HB 175 x HB 200 x HB 250 x HB 300 x HB 350 x Hot Rolled Beam UB 467 x UB 463 x UB 460 x UB 457 x UB 453 x UB 466 x UB 462 x UB 458 x UB 455 x UB 450 x UB 413 x UB 409 x UB 406 x UB 403 x UB 363 x UB 358 x UB 355 x UB 351 x UB 310 x UB 307 x UB 303 x UB 260 x UB 256 x / WF 75 99 100 100 124 125 150 149 150 174 175 199 200 200 200 200 300 Kg/M Kg/12M

x x x x x x x x x x x x x x x x x

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

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

7 7 9 8 8 9 9 8 9 9 11 11 13 14 16 17 20 8 9 10 11 12 14 15 19 19.6 17.7 16 14.5 12.7 18.9 17 15 13.3 10.9 16 14.3 12.8 10.9 15.7 13 11.5 9.7 13.7 11.8 10.2 12.7 10.9

14 18.2 21.1 21.3 25.7 29.6 30.6 32 36.7 41.4 49.6 56.6 66 76 89.6 106 151 17.2 23.8 31.5 40.2 49.9 72.4 94 137 98.3 89.3 82 74.3 67.1 82.1 74.2 67.2 59.8 52.3 74.2 67.1 60.1 54.1 67.1 57 51 45 54 46.1 40.3 43 37

168 218 253 256 308 355 367 384 440 497 595 679 792 912 1,075 1,272 1,812 206 286 378 482 599 869 1128 1644 1,179.60 1,071.60 984.00 891.60 805.20 985.20 890.40 806.40 717.60 627.60 890.40 805.20 721.20 649.20 805.20 684.00 612.00 540.00 648.00 553.20 483.60 516.00 444.00

/ H-Beam 100 x 125 x 150 x 175 x 200 x 250 x 300 x 350 x

/ WF In Inch 192.8 x 11.4 191.9 x 10.5 191.3 x 9.9 190.4 x 9 189.9 x 8.5 155.3 x 10.5 154.4 x 9.6 153.8 x 9 152.9 x 8.1 152.4 x 7.6 179.5 x 9.5 178.8 x 8.8 177.9 x 7.9 177.7 x 7.7 173.2 x 9.1 172.2 x 8.1 171.5 x 7.4 171.1 x 7 166.9 x 7.9 165.7 x 6.7 165 x 6 147.3 x 7.2 146.4 x 6.3

Wide Flange ShapeTable WeightSpecification : JIS G3101 SS400. Size UB UB UB UB UC UC UC UC UC UC UC UC 251 207 203 127 222 216 210 206 203 162 158 152 x x x x x x x x x x x x 146.1 133.9 133.2 76 209.1 206.4 205.8 204.3 203.6 154.4 152.9 152.2 x x x x x x x x x x x x 6 6.4 5.7 4 12.7 10 9.4 7.9 7.2 8 6.5 5.8 x x x x 8.6 9.6 7.8 7.6 20.5 17.3 14.2 12.5 11 11.5 9.4 6.8 Kg/M 31.1 30 25.1 13 86.1 71 60 52 46.1 37 30 23 Kg/12M 373.20 360.00 301.20 156.00 1,033.20 852.00 720.00 624.00 553.20 444.00 360.00 276.00

Angle ShapeProduct Specifications Hot Rolled

JIS 3192Standard Sectional Dimensions t H x B mm x mm 25 30 40 40 40 45 45 50 50 50 60 60 60 65 65 65 70 75 75 75 80 90 90 90 90 100 100 100 120 120 120 130 130 130 150 150 150 175 175 200 200 200 250 250 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 25 30 40 40 40 45 45 50 50 50 60 60 60 65 65 65 70 75 75 75 80 90 90 90 90 100 100 100 120 120 120 130 130 130 150 150 150 175 175 200 200 200 250 250 mm 3 3 3 4 5 5 4 4 5 6 4 5 6 5 6 8 6 6 9 12 6 6 7 10 13 7 13 10 8 11 12 9 12 15 12 15 19 12 15 15 20 25 25 35 Section Area r1

Metric SizeInformative Reference Unit Weight Center of Gravity Cx = Cy Kg/m 1.12 1.36 1.83 1.83 2.95 3.38 2.74 3.06 3.77 4.43 3.68 4.55 5.4 5 5.91 7.66 6.38 6.85 9.96 13 7.32 8.28 9.59 13.3 17 10.7 19.1 14.9 14.7 19.9 21.6 17.9 23.4 28.8 27.3 33.6 41.9 31.8 39.4 45.3 59.7 73.6 93.7 128 cm 0.719 0.844 1.09 1.09 1.17 1.28 1.24 1.37 1.41 1.44 1.61 1.66 1.7 1.77 1.81 1.88 1.93 2.06 2.17 2.29 2.18 2.42 2.46 2.57 2.69 2.71 2.94 2.82 3.24 3.3 3.4 3.53 3.64 3.76 4.14 4.24 4.4 4.73 4.85 5.46 5.67 5.86 7.1 7.45 Geometrical Moment of Inertia Ix = Iy cm4

Radius of Gyration of Area Ix = Iy cm 0.747 0.908 1.23 1.23 1.2 1.36 1.36 1.53 1.52 1.5 1.85 1.84 1.82 1.99 1.98 1.94 2.14 2.3 2.25 2.22 2.46 2.77 2.76 2.71 2.68 3.08 3 3.04 3.71 3.66 3.65 4.01 3.96 3.93 4.61 4.56 4.52 5.38 5.35 6.14 6.09 6.04 7.63 7.49 Max Iu cm 0.94 1.14 1.55 1.55 1.51 1.71 1.72 1.92 1.91 1.88 2.33 2.32 2.29 2.51 2.49 2.44 2.69 2.9 2.84 2.79 3.1 3.48 3.48 3.42 3.38 3.88 3.78 3.83 4.67 4.62 4.6 5.06 5 4.95 5.82 5.75 5.69 6.78 6.75 7.75 7.68 7.61 9.62 9.42 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

r

2

A cm2

Max Iu cm4

Min Iv cm4

Modulus of Section Zx = Zy cm3

mm 4 4 4.5 4.5 4.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 8 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 10 10 10 10 10 10 10 12 13 13 12 12 12 14 14 14 15 15 17 17 17 24 24

mm 2 2 2 2 3 3 3 3 3 4.5 3 3 4 3 4 6 4 4 6 6 4 5 5 7 7 5 7 7 5 6.5 6.5 6 8.5 8.5 7 10 10 11 11 12 12 12 12 18

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

0.797 1.42 3.53 3.53 5.42 7.91 6.5 9.06 11.1 12.6 16 19.6 22.79 25.3 29.4 36.8 37.1 46.1 64.4 81.9 56.4 80.7 93 125 156 129 220 175 258 340 367 366 467 568 740 888 1090 1170 1440 2180 2820 3420 6950 9110

1.26 2.26 5.6 5.6 8.59 12.5 10.3 14.4 17.5 20 25.4 31.2 36.16 40.1 46.6 58.3 58.9 73.2 102 129 89.6 128 148 199 248 205 348 278 410 541 583 583 743 902 1180 1410 1730 1860 2290 3470 4490 5420 11000 14400

0.332 0.59 1.46 1.46 2.25 3.29 2.7 3.76 4.58 5.23 6.62 8.09 9.42 10.5 12.2 15.3 15.3 19 26.7 34.5 23.2 33.4 38.3 51.7 65.3 53.2 91.1 72 106 140 151 150 192 234 304 365 451 480 589 891 1160 1410 2860 3790

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

Angle ShapeChemical Composition According JIS G 3101, G 3106Symbol Of Grade SS 400, 490 SS 540 SM 400 A SM 400 B SM 400 C SM 490 A SM 490 B 50mm or under in thickness Over 50 mm, up to and incl. 200mm in 50mm or under in thickness Over 50 mm, up to and incl. 200mm in 100mm or under in thickness 50mm or under in thickness Over 50 mm, up to and incl. 200mm in 50mm or under in thickness Over 50 mm, up to and incl. 200mm in 100mm or under in thickness thickness thickness Chemical Composition C 0.3 max 0.23 max 0.25 max 0.20 max 0.22 max 0.18 max 0.20 max 0.22 max 0.18 max 0.20 max 0.18 max 0.20 max 0.20 max 0.18 max Si 0.35 max 0.35 max 0.55 max 0.55 max 0.55 max 0.55 max 0.55 max 0.55 max Mn 1.60 max 2.5 x c min (1) 0.6 - 1.40 1.40 max 1.60 max 1.60 max 1.60 max 1.60 max 1.60 max 1.60 max P 0.050 max 0.040 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max S 0.050 max 0.040 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max 0.035 max

thickness thickness

SM 490 C SM 490 YA 100mm or under in thickness SM 490 YB SM 520 B 100mm or under in thickness SM 520 C SM 570 100mm or under in thickness

Angle ShapeCorresponding Specification Metric SizeClassified By Tensile Strength Type of Material Tensile Strength Class (N/mm2) 400 490 Special Specification Charpy impact test Charpy impact test for low temperature Charpy impact test Charpy impact test Charpy impact test for low temperature JIS G 3101 SS 400 G 3101 SS 490 G 3106 SM 400 A G 3106 SM 400 B, C G 3106 SM 490 A G 3106 SM 490 B, C G 3106 SM 490 YA G 3106 SM 490 B, C SM 520 B, C Specifications ASTM A 36 A 572 Gr. 42 A 572 Gr. 42 BS 4360 Gr. 43 A Gr. 50 A Gr. 43 B Gr. 43 C Gr. 43 D Gr. 43 DD Gr. 50 B Gr. 50 C Gr. 50 D DIN St 33 St 50-2 St 37-2 RSt 37-2 St 52-3 -

General Structure

400

Welded Structure

490

490 (High Yield Point)

Angle ShapeMechanical Properties Metric SizeClassification Yield Point N/mm2 Thickness (mm) 16 or under over 16 245 400 285 245 325 365 365 460 235 390 275 235 315 355 355 450 Tensile Strength N/mm2 5 or under 400 - 510 min 540 490 - 610 400 - 510 490 - 610 490 - 610 520 - 640 570 - 720 21 16 19 23 22 19 19 19 Elongation, % Thickness (mm) 5 to 16 17 13 15 18 17 15 15 19 over 16 21 17 19 22 21 19 19 26

JIS G JIS G JIS G JIS G JIS G JIS G JIS G JIS G

3101 SS400 3101 SS540 3101 SS490 3106 SM400 A, B, C 3106 SM490 A, B, C 3106 SM490 YA, YB 3106 SM520 B, C 3106 SM570

Angle ShapeDimensional Tolerance JIS G3192/ TIS 1227-194Dimensional Under 50 in depth Leg Length 50 or over to and excl. 100 (A or B) 100 or over to and excl. 200 200 or over For Leg Length A (B for T Section) or under 130 in depth Thickness t, t1 , t 2 For Leg Length A (B for T Section) or under 130 or over in depth Under 6.3 6.3 or over to and excl.10 10 or over to and excl.16 16 or over Under 6.3 6.3 or over to and excl.10 10 or over to and excl.16 16 or over to and excl.25 25 or over Tolerance + 1.5 + 2.0 + 3.0 + 4.0 + 0.6 + 0.7 + 0.8BB 2

Metric SizeRemark

+ 1.0 + 0.7 + 0.8 + 1.0 + 1.2 + 1.5 + 40 -0 Add 5mm to the plus side tolerance given in the above column for every 1m. Increase in length or its fraction 2.0 % or under of width B 2.5 % or under of width of flange B (or leg length) 0.20% or under of length 0.30% or under of length900 900

t1

7m or under Length Over 7m

B 2

B

I Section Out of Square (T) Sections excluding I and T sections I and T Sections Bend Sections excluding I and T sections

To be applied to bend such as sweep and camber

Angle ShapeTable WeightSIZE Equal Angle (Hot L 45 x 45 x L 50 x 50 x L 50 x 50 x L 60 x 60 x L 60 x 60 x L 65 x 65 x L 65 x 65 x L 70 x 70 x L 70 x 70 x L 75 x 75 x L 90 x 90 x L 90 x 90 x L 90 x 90 x L 90 x 90 x L 90 x 90 x L 90 x 90 x L 100 x 100 x L 100 x 100 x L 100 x 100 x L 100 x 100 x L 100 x 100 x L 100 x 100 x L 120 x 120 x L 120 x 120 x L 120 x 120 x L 120 x 120 x L 130 x 130 x L 130 x 130 x L 130 x 130 x L 150 x 150 x L 150 x 150 x L 150 x 150 x L 175 x 175 x L 175 x 175 x L 180 x 180 x L 200 x 200 x L 200 x 200 x L 200 x 200 x L 250 x 250 x L 250 x 250 x Weight Kg/6m 16.5 18.5 22.62 27.5 32.5 30 35.5 38.5 44.5 41 49.5 58 65 73 80 102 64 73 81 89.5 107 114.6 88 109 119.5 130 107.5 118 140.5 138 164 202 191 236.5 228 272 358 442 562 768 73 81 89 98.5 109 129.5

Kg/m Rolled) 4 2.74 4 3.06 5 3.77 5 4.55 6 5.42 5 5 6 5.91 6 6.38 7 7.38 6 6.85 6 8.28 7 9.6 8 10.8 9 12.2 10 13.3 13 17 7 10.7 8 12.1 9 13.5 10 14.9 12 17.8 13 19.1 8 14.7 10 18.2 11 19.9 12 21.6 9 17.9 10 19.7 12 23.4 10 23 12 27.3 15 33.6 12 31.8 15 39.4 14 38 15 45.3 20 59.7 25 73.6 25 93.7 35 128

Kg/12m 33 37 45.24 55 65 60 71 77 89 82 99 115 130 146 160 204 128 146 162 179 214 229 176 218 239 260 215 236 281 276 328 404 382 473 456 544 716 884 1124 1536 146 162 178 197 218 259

Unequal Angle (Hot Rolled) L 125 x 75 x 8 12.2 L 125 x 75 x 9 13.49 L 125 x 75 x 10 14.9 L 150 x 90 x 9 16.4 L 150 x 90 x 10 18.1 L 150 x 90 x 12 21.6

AA 2

Weight

Ds

Ds

Dtee

Dbflange Dc

Weight

0.29Ds 0.25Ds 0.29Ds 0.25Ds

Ds

Dtee

H t2

Dbflange Dc

2