perfiles estructurales

Construction & Infrastructure

Perfiles estructurales Structural sections de acuerdo con las especificaciones europeas in accordance with European Specifications

Structural Sections in accordance with European Specifications

Índice Claves de interpret interpretación ación Calidad y presentaci presentación ón Dimensiones y propiedades

Page Page

3 3

Perfiles IPE Perfiles de ala ancha HE

Page 4-7 Page 8-11 Page 12-13 Page 14-15

BS EN 10034: 1993 BS EN 10056 - 2: 1993

Page 16-17 Page 18 Page 22

Perfiles angulares de lados iguales Perfiles angulares de lados desiguales Tolerancias de laminación Oficinas y agentes de exportación de Corus

Contents Notation Quality and Presentation Dimensions and Properties

3 3

IPE Beams HE Wide Flange Beams

Page 4-7 Page 8-11 Page 12-13 Page 14-15

BS EN 10034: 1993 BS EN 10056 - 2: 1993

Page 19-20 Page 21 Page 22

Equal Angles Unequal Angles Rolling Tolerances

Offices and Agents for Corus Products

2

Page Page


Indicaciones de acuerdo con ENV 1993-1-1

Notations according to ENV 1993-1-1

A b d G h hi I i IT Iw

Área de la sección Ancho del perfil Profundidad de la parte recta del alma Peso por metro Profundidad del perfil Profundidad interior entre alas Momento de inercia Radio de giro Constante de torsión Factor de curvatura respecto al centro del cizallado Iyz = Momento centrífugo r,r1 = Radio de la base del alma r2 = Radio de la base del ala t = Espesor t f = Espesor del ala tw = Espesor del alma W = Módulo de sección elástica Wpl = Módulo de sección plástica Ys = Distancia del centro de gravedad a lo largo del eje y Zs = Distancia del centro de gravedad a lo largo del eje z  = Coeficiente de esbeltez equivalente Los diseñadores deberían comprobar que los coeficientes de esbeltez del alma y el ala del perfil elegido y el grado del acero cumplen los códigos de diseño empleados.

A b d G h hi I i IT Iw

Calidades de acero, tolerancias y presentación

Steel grades, tolerances and presentation

Calidades de acero

Steel grades

Calidades de acero estructural de acuerdo con las normas nacionales e internacionales: Grados EN10025 S235JR, S275JR, S275J0, S275J2, S355JR, S355J0, S355J2, ASTM A36, A572 y JIS.

Structural steel grades in accordance with national and international standards: EN10025 S235JR, S275JR, S275J0, S275J2, S355JR, S355J0, S355J2, ASTM A36, A572 and JIS.

= = = = = = = = = =

= = = = = = = = = =

Sectional area Width of section Depth of straight portion of web Weight per metre Depth of section Inner depth between flanges Moment of inertia Radius of gyration Torsional constant Warping constant referred to the shear centre Iyz = Centrifugal moment r,r1 = Radius of root fillet r2 = Toe radius t = Thickness tf = Flange thickness tw = Web thickness W = Elastic section modulus Wpl = Plastic section modulus Ys = Distance of centre of gravity along y-axis Zs = Distance of centre of gravity along z-axis  = Equivalent slenderness coefficient Designers should verify that the slenderness ratios of web and flange of the chosen section and grade comply with the design codes used.

Rolling tolerances Tolerancias de laminación Sobre las dimensiones, el perfil, el peso y la longitud, según Euronorm, BS EN10034: 1993 y BS EN10056-2: 1993.

On dimensions, profile, weight and length to Euronorm, BS EN10034: 1993 and BS EN10056-2: 1993.

Lengths Longitud De 6m hasta 24m. Para deteminadas medidas, se pueden proporcionar longitudes de hasta 27m, previo acuerdo.

From 6m up to 24m. For certain sizes lengths up to 27m may be supplied by arrangement.

Finishes Acabados Normalmente, los perfiles se suministran en estado bruto de laminación pero, previo acuerdo, se podran suministrar granallados e imprimados/pintados.

Sections are normally supplied in the as-rolled condition but arrangements can be made for material to be shotblasted and primed/painted.

Marking Marcado Todas los perfiles se identificarán utilizando las etiquetas de códigos de barras estándar de Corus.

All sections will be identified using the standard Corus bar coded label. 3

b z

Perfiles Europeos

r

con alas paralelas de acuerdo con la Euronorma 19-57 h hi d

y

y

European specification beams

tw

with parallel flanges in accordance with Euronorm 19-57 z

Página de explicación 3

Perfil

Explanation page 3

G kg/m

h mm

b mm

tw mm

tf mm

r mm

IPE 140 IPE 140 R

12.9 14.4

140 142

73 72

4.7 5.3

6.9 7.8

IPE 160 IPE 160 R

15.8 17.7

160 162

82 81

5 5.6

IPE 180 IPE 180 O IPE 180 R

18.8 21.3 22.1

180 182 183

91 92 89


22.4 25.1 26.6

200 202 204


26.2 29.4 31.6


A cm2

hi mm

d mm

7 7

16.4 18.4

126.2 126.4

112.2 112.4

7.4 8.5

9 9

20.1 22.6

145.2 145

127.2 127

5.3 6 6.4

8 9 9.5

9 9 9

23.9 27.1 28.1

164 164 164

146 146 146

100 102 98

5.6 6.2 6.6

8.5 9.5 10.5

12 12 12

28.5 32.0 33.9

183 183 183

159 159 159

220 222 225

110 112 108

5.9 6.6 6.7

9.2 10.2 11.8

12 12 12

33.4 37.4 40.2

201.6 201.6 201.4

177.6 177.6 177.4

30.7 34.3 37.3

240 242 245

120 122 118

6.2 7 7.5

9.8 10.8 12.3

15 15 15

39.1 43.7 47.5

220.4 220.4 220.4

190.4 190.4 190.4


36.1 42.3 44

270 274 276

135 136 133

6.6 7.5 7.7

10.2 12.2 13.1

15 15 15

45.9 53.8 56.0

249.6 249.6 249.8

219.6 219.6 219.8


42.2 49.3 51.7

300 304 306

150 152 147

7.1 8 8.5

10.7 12.7 13.7

15 15 15

53.8 62.8 65.9

278.6 278.6 278.6

248.6 248.6 248.6


49.1 57 60.3

330 334 336

160 162 158

7.5 8.5 9.2

11.5 13.5 14.5

18 18 18

62.6 72.6 76.8

307 307 307

271 271 271


57.1 66 70.3

360 364 366

170 172 168

8 9.2 9.9

12.7 14.7 16

18 18 18

72.7 84.1 89.6

334.6 334.6 334

298.6 298.6 298

Section

Medida no estándar. Consulten al Departamento Comercial de Corus la disponibilidad de laminaciones Non-standard Section Size. Please enquire for availability.

4

tf



Explanation page 3

ly cm4

lz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

541 611

44.9 48.8

5.74 5.77

1.65 1.63

77.3 86.1

12.3 13.5

88.4 99.1

869 989

68.3 75.7

6.58 6.62

1.84 1.83

109 122

16.7 18.7

Wplz cm3

Perfil

l dm6

IT cm4

G kg/m

Section

19.2 21.3

0.0020 0.0022

2.40 3.36

12.9 14.4

IPE 140 IPE 140 R

124 140

26.1 29.3

0.0040 0.0045

3.54 5.05

15.8 17.7

IPE 160 IPE 160 R

1317 1505 1554

101 117 112

7.42 7.45 7.44

2.05 2.08 2.00

146 165 170

22.2 25.5 25.2

166 189 195

34.6 39.9 39.6

0.0075 0.0088 0.0084

4.73 6.65 7.63

18.8 21.3 22.1


1943 2211 2363

142 169 166

8.26 8.32 8.35

2.24 2.30 2.21

194 219 232

28.5 33.1 33.8

221 249 265

44.5 51.8 53.1

0.0131 0.0156 0.0155

6.92 9.36 11.7

22.4 25.1 26.6


2772 3134 3474

205 240 249

9.11 9.16 9.29

2.48 2.53 2.49

252 282 309

37.3 42.8 46.1

285 321 352

58.0 66.8 71.8

0.0228 0.0269 0.0283

9.03 12.2 16.4

26.2 29.4 31.6


3892 4369 4823

284 329 339

9.97 10.0 10.1

2.69 2.74 2.67

324 361 394

47.3 53.9 57.4

367 410 450

73.8 84.3 90.0

0.0376 0.0439 0.0459

13.0 17.1 22.8

30.7 34.3 37.3


5790 6947 7312

420 513 516

11.2 11.4 11.4

3.02 3.09 3.03

429 507 530

62.2 75.5 77.6

484 575 602

96.8 118 121

0.0708 0.0880 0.0891

15.9 25.0 29.1

36.1 42.3 44.0


8356 9994 10500

604 746 728

12.5 12.6 12.6

3.35 3.45 3.32

557 658 686

80.5 98.1 99.0

628 744 780

125 152 154

0.126 0.158 0.155

19.9 31.0 37.0

42.2 49.3 51.7


11770 13910 14690

788 960 958

13.7 13.8 13.8

3.55 3.64 3.53

713 833 874

98.5 119 121

805 943 995

153 185 190

0.200 0.247 0.247

28.1 42.2 50.6

49.1 57.0 60.3


16270 19050 20290

1043 1251 1270

15.0 15.0 15.0

3.79 3.86 3.76

904 1047 1109

1019 1186 1262

191 227 236

0.315 0.382 0.389

37.4 55.7 68.7

57.1 66.0 70.3


123 145 151

5

b z

Perfiles Europeos

r

con alas paralelas de acuerdo con la Euronorma 19-57 h hi d

y

y

European specification beams

tw

with parallel flanges in accordance with Euronorm 19-57 z


Perfil

Explanation page 3

Section

G kg/m

h mm

b mm

tw mm

IPE 400 IPE 400 O IPE 400 R IPE 400 V

66.3 75.7 81.5 84

400 404 407 408

180 182 178 182

8.6 9.7 10.6 10.6


77.6 92.4 95.2 104

450 456 458 460

190 192 188 194


90.7 107 111 129

500 506 508 514


106 123 134 159

IPE 600 IPE 600 O IPE 600 R IPE 600 V IPE 750 x 137 IPE 750 x 147 IPE 750 x 161 IPE 750 x 173 IPE 750 x 185 IPE 750 x 196 IPE 750 x 210 IPE 750 x 222

tf mm

r mm

A cm2

hi mm

d mm

13.5 15.5 17 17.5

21 21 21 21

84.5 96.4 104 107

373 373 373 373

331 331 331 331

9.4 11 11.3 12.4

14.6 17.6 18.6 19.6

21 21 21 21

98.8 118 121 132

420.8 420.8 420.8 420.8

378.8 378.8 378.8 378.8

200 202 198 204

10.2 12 12.6 14.2

16 19 20 23

21 21 21 21

116 137 142 164

468 468 468 468

426 426 426 426

550 556 560 566

210 212 210 216

11.1 12.7 14 17.1

17.2 20.2 22.2 25.2

24 24 24 24

134 156 170 202

515.6 515.6 515.6 515.6

467.6 467.6 467.6 467.6

122 154 144 184

600 610 608 618

220 224 218 228

12 15 14 18

19 24 23 28

24 24 24 24

156 197 184 234

562 562 562 562

514 514 514 514

137 147 160 173 185 196 210 222

753 753 758 762 766 770 775 778

263 265 266 267 267 268 268 269

11.5 13.2 13.8 14.4 14.9 15.6 16 17

17 17 19.3 21.6 23.6 25.4 28 29.5

17 17 17 17 17 17 17 17

175 187 204 221 236 251 268 283

719 719 719.4 718.8 718.8 719.2 719 719

685 685 685.4 684.8 684.8 685.2 685 685


6

tf



Explanation page 3

ly cm4

lz cm4

iy cm

iz cm

Wy cm3

23130 26750 28860 30140

1318 1564 1606 1766

16.5 16.7 16.7 16.8

3.95 4.03 3.93 4.06

1156 1324 1418 1477

33740 40920 42400 46200

1676 2085 2070 2397

18.5 18.6 18.7 18.7

4.12 4.21 4.13 4.26

48200 57780 59930 70720

2142 2622 2600 3271

20.4 20.6 20.5 20.8

67120 79160 86600 102300

2668 3224 3447 4265

92080 118300 110300 141600 159900 166100 186100 205800 223000 240300 262200 278200

Wz cm3

Wply cm3

Wplz cm3

l dm6

146 172 180 194

1308 1503 1618 1682

229 269 283 304

0.492 0.590 0.611 0.673

1500 1795 1851 2009

176 217 220 247

1702 2047 2115 2302

276 341 346 389

4.31 4.38 4.28 4.47

1928 2284 2360 2752

214 260 263 321

2195 2613 2710 3169

22.3 22.5 22.5 22.5

4.45 4.55 4.50 4.60

2441 2847 3093 3616

254 304 328 395

3387 4521 3993 5570

24.3 24.5 24.5 24.6

4.66 4.79 4.66 4.88

3069 3879 3629 4582

5166 5289 6073 6873 7510 8175 9011 9604

30.3 29.8 30.2 30.5 30.8 31.0 31.3 31.3

5.44 5.31 5.45 5.57 5.65 5.71 5.80 5.82

4246 4411 4909 5402 5821 6241 6765 7152

IT cm4

Perfil

G kg/m

Section

51.3 73.3 92.5 99.6

66.3 75.7 81.5 84.0


0.794 1.00 0.999 1.16

66.7 109 123 149

77.6 92.4 95.2 104


335 408 414 506

1.25 1.55 1.55 1.97

89.1 143 162 242

90.7 107 111 129


2788 3264 3563 4206

400 480 520 632

1.89 2.31 2.49 3.12

123 187 242 372

106 123 134 159


308 404 366 489

3513 4472 4176 5325

485 639 580 780

2.86 3.88 3.42 4.85

165 316 271 506

122 154 144 184


393 399 457 515 563 610 672 714

4865 5110 5666 6218 6691 7174 7762 8225

614 631 719 810 884 959 1054 1122

7.00 7.16 8.28 9.42 10.3 11.3 12.6 13.5

135 157 208 270 334 406 512 601

137 147 160 174 185 197 210 222

IPE 750 x 137 IPE 750 x 147 IPE 750 x 161 IPE 750 x 173 IPE 750 x 185 IPE 750 x 196 IPE 750 x 210 IPE 750 x 222

7

b z

Perfiles Europeos de ala ancha

r

de acuerdo con la Euronorma 53-62 h hi d

y

y tw

European wide flange beams in accordance with Euronorm 53-62 z

tf


Perfil

G kg/m

h mm

b mm

r mm

A cm2

hi mm

d mm

HE 100 A HE 100 B

16.7 20.4

96 100

100 100

5 6

8 10

12 12

21.2 26.0

80.0 80.0

56.0 56.0

HE 120 A HE 120 B

19.9 26.7

114 120

120 120

5 6.5

8 11

12 12

25.3 34.0

98.0 98.0

74.0 74.0

HE 140 A HE 140 B

24.7 33.7

133 140

140 140

5.5 7

8.5 12

12 12

31.4 43.0

116.0 116.0

92.0 92.0

HE 160 A HE 160 B HE 160 M

30.4 42.6 76.2

152 160 180

160 160 166

6 8 14

9 13 23

15 15 15

38.8 54.3 97.1

134.0 134.0 134.0

104.0 104.0 104.0

HE 180 A HE 180 B HE 180 M

35.5 51.2 88.9

171 180 200

180 180 186

6 8.5 14.5

9.5 14 24

15 15 15

45.3 65.3 113

152.0 152.0 152.0

122.0 122.0 122.0

HE 200 A HE 200 B HE 200 M

42.3 61.3 103

190 200 220

200 200 206

6.5 9 15

10 15 25

18 18 18

53.8 78.1 131

170.0 170.0 170.0

134.0 134.0 134.0

HE 220 A HE 220 B HE 220 M

50.5 71.5 117

210 220 240

220 220 226

7 9.5 15.5

11 16 26

18 18 18

64.3 91.0 149

188.0 188.0 188.0

152.0 152.0 152.0

HE 240 A HE 240 B HE 240 M

60.3 83.2 157

230 240 270

240 240 248

7.5 10 18

12 17 32

21 21 21

76.8 106 200

206.0 206.0 206.0

164.0 164.0 164.0

HE 260 A HE 260 B HE 260 M

68.2 93 172

250 260 290

260 260 268

7.5 10 18

12.5 17.5 32.5

24 24 24

86.8 118 220

225.0 225.0 225.0

177.0 177.0 177.0

HE 280 A HE 280 B HE 280 M

76.4 103 189

270 280 310

280 280 288

8 10.5 18.5

13 18 33

24 24 24

97.3 131 240

244.0 244.0 244.0

196.0 196.0 196.0

HE 300 A HE 300 B HE 300 M

88.3 117 238

290 300 340

300 300 310

8.5 11 21

14 19 39

27 27 27

113 149 303

262.0 262.0 262.0

208.0 208.0 208.0

HE 320 A HE 320 B HE 320 M

97.6 127 245

310 320 359

300 300 309

9 11.5 21

15.5 20.5 40

27 27 27

124 161 312

279.0 279.0 279.0

225.0 225.0 225.0

HE 340 A HE 340 B HE 340 M

105 134 248

330 340 377

300 300 309

9.5 12 21

16.5 21.5 40

27 27 27

133 171 316

297.0 297.0 297.0

243.0 243.0 243.0

HE 360 A HE 360 B HE 360 M

112 142 250

350 360 395

300 300 308

10 12.5 21

17.5 22.5 40

27 27 27

143 181 319

315.0 315.0 315.0

261.0 261.0 261.0

Section

8

Explanation page 3

tw mm

tf mm



Explanation page 3

ly cm4

lz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

349 450

134 167

4.06 4.16

2.51 2.53

72.8 89.9

26.8 33.5

83.1 104

606 864

231 318

4.89 5.04

3.02 3.06

106 144

38.5 52.9

1033 1509

389 550

5.73 5.93

3.52 3.58

155 216

1673 2492 5098

616 889 1759

6.57 6.78 7.25

3.98 4.05 4.26

2510 3831 7483

925 1363 2580

7.45 7.66 8.13

3692 5696 10640

1336 2003 3651

5410 8091 14600

1955 2843 5012

7763 11260 24290

2769 3923 8153

10450 14920 31310

Wplz cm3

Perfil

l dm6

IT cm4

G kg/m

41.1 51.3

0.0026 0.0034

5.28 9.33

16.7 20.4

HE 100 A HE 100 B

120 165

58.8 80.9

0.0065 0.0094

6.04 13.9

19.9 26.7

HE 120 A HE 120 B

55.6 78.5

174 245

84.8 120

0.0151 0.0225

8.10 20.2

24.7 33.7

HE 140 A HE 140 B

220 312 566

76.9 111 212

245 354 675

117 170 325

0.0315 0.0480 0.108

12.1 31.3 161

30.4 42.6 76.2

HE 160 A HE 160 B HE 160 M

4.52 4.57 4.77

294 426 748

103 151 277

325 482 884

156 231 425

0.0603 0.0939 0.200

14.9 42.2 201

35.5 51.2 88.9

HE 180 A HE 180 B HE 180 M

8.28 8.54 9.00

4.98 5.07 5.27

389 570 967

134 200 354

430 643 1135

204 306 543

0.108 0.171 0.347

21.0 59.7 258

42.3 61.3 103

HE 200 A HE 200 B HE 200 M

9.17 9.43 9.89

5.51 5.59 5.79

515 736 1217

178 258 444

569 827 1420

270 394 678

0.194 0.296 0.574

28.6 77.0 313

50.5 71.5 117

HE 220 A HE 220 B HE 220 M

10.1 10.3 11.0

6.00 6.08 6.39

675 938 1799

231 327 657

745 1054 2117

351 498 1006

0.329 0.488 1.15

42.1 104 626

60.3 83.2 157

HE 240 A HE 240 B HE 240 M

3668 5135 10450

11.0 11.2 11.9

6.50 6.58 6.90

836 1148 2159

282 395 780

920 1283 2524

430 602 1192

0.517 0.755 1.73

54.2 127 720

68.2 93.0 172

HE 260 A HE 260 B HE 260 M

13670 19270 39550

4763 6595 13160

11.9 12.1 12.8

7.00 7.09 7.40

1013 1376 2551

340 471 914

1113 1535 2966

518 717 1396

0.786 1.13 2.52

63.5 146 807

76.4 103 189

HE 280 A HE 280 B HE 280 M

18260 25170 59200

6310 8563 19400

12.7 13.0 14.0

7.49 7.58 8.00

1260 1678 3482

421 571 1252

1384 1870 4079

640 869 1912

1.20 1.69 4.39

87.8 189 1411

88.3 117 238

HE 300 A HE 300 B HE 300 M

22930 30820 68130

6985 9239 19710

13.6 13.8 14.8

7.49 7.57 7.95

1479 1926 3796

466 616 1276

1629 2150 4436

709 938 1950

1.51 2.07 5.01

112 230 1506

97.6 127 245

HE 320 A HE 320 B HE 320 M

27690 36660 76370

7436 9690 19710

14.4 14.6 15.6

7.46 7.53 7.90

1678 2156 4052

496 646 1276

1851 2409 4718

755 985 1952

1.83 2.46 5.60

131 263 1512

105 134 248

HE 340 A HE 340 B HE 340 M

33090 43190 84870

7887 10140 19520

15.2 15.5 16.3

7.43 7.49 7.83

1891 2400 4297

526 676 1268

2089 2684 4990

801 1032 1942

2.18 2.89 6.15

153 298 1513

112 142 250

HE 360 A HE 360 B HE 360 M

Section

9

b z

Perfiles Europeos de ala ancha

r

de acuerdo con la Euronorma 53-62 h hi d

y

y tw

European wide flange beams in accordance with Euronorm 53-62 z

tf


Perfil Section

Explanation page 3

G kg/m

h mm

b mm

tw mm

tf mm

r mm

A cm2

hi mm

d mm

HE HE HE HE

400 400 400 400

x 107 A B M

107 125 155 256

384 390 400 432

297 300 300 307

10 11 13.5 21

16 19 24 40

27 27 27 27

136 159 198 326

352.0 352.0 352.0 352.0

298.0 298.0 298.0 298.0

HE HE HE HE

450 450 450 450

x 123 A B M

123 140 171 263

435 440 450 478

300 300 300 307

10.2 11.5 14 21

18.5 21 26 40

27 27 27 27

158 178 218 335

398.0 398.0 398.0 398.0

344.0 344.0 344.0 344.0

HE 500 A HE 500 B HE 500 M

155 187 270

490 500 524

300 300 306

12 14.5 21

23 28 40

27 27 27

198 239 344

444.0 444.0 444.0

390.0 390.0 390.0

HE 550 A HE 550 B HE 550 M

166 199 278

540 550 572

300 300 306

12.5 15 21

24 29 40

27 27 27

212 254 354

492.0 492.0 492.0

438.0 438.0 438.0

HE HE HE HE HE HE

137 151 174 178 212 285

575 582 588 590 600 620

300 300 300 300 300 305

11.8 11.6 13.6 13 15.5 21

17.5 20.6 23.9 25 30 40

27 27 27 27 27 27

175 193 223 226 270 364

540.0 540.8 540.2 540.0 540.0 540.0

486.0 486.8 486.2 486.0 486.0 486.0

HE 650 A HE 650 B HE 650 M

190 225 293

640 650 668

300 300 305

13.5 16 21

26 31 40

27 27 27

242 286 374

588.0 588.0 588.0

534.0 534.0 534.0

HE HE HE HE

166 204 241 301

678 690 700 716

300 300 300 304

12.5 14.5 17 21

21 27 32 40

27 27 27 27

212 260 306 383

636.0 636.0 636.0 636.0

582.0 582.0 582.0 582.0

HE 800 A HE 800 B HE 800 M

224 262 317

790 800 814

300 300 303

15 17.5 21

28 33 40

30 30 30

286 334 404

734.0 734.0 734.0

674.0 674.0 674.0

HE 900 A HE 900 B HE 900 M

252 291 333

890 900 910

300 300 302

16 18.5 21

30 35 40

30 30 30

321 371 424

830.0 830.0 830.0

770.0 770.0 770.0

HE 1000 A HE 1000 B HE 1000 M

272 314 349

990 1000 1008

300 300 302

16.5 19 21

31 36 40

30 30 30

347 400 444

928.0 928.0 928.0

868.0 868.0 868.0

600 600 600 600 600 600

700 700 700 700

x 137 x 151 x 174 A B M

x 166 A B M


10



ly cm4

Explanation page 3

lz cm4

iy cm

iz cm

Wy cm3

37640 45070 57680 104100

6998 8564 10820 19340

16.6 16.8 17.1 17.9

7.16 7.34 7.40 7.70

1960 2311 2884 4820

55860 63720 79890 131500

8338 9465 11720 19340

18.8 18.9 19.1 19.8

7.27 7.29 7.33 7.59

86970 107200 161900

10370 12620 19150

21.0 21.2 21.7

111900 136700 198000

10820 13080 19160

101500 117100 136400 141200 171000 237400

Wz cm3

l dm6

IT cm4

G kg/m

Perfil

Wply cm3

Wplz cm3

471 571 721 1260

2166 2563 3233 5571

721 872 1103 1933

2.37 2.95 3.82 7.43

126 193 361 1520

107 125 155 256

HE 400 x 107 HE 400 A HE 400 B HE 400 M

2568 2896 3551 5501

556 631 781 1260

2837 3217 3983 6332

849 965 1197 1938

3.62 4.15 5.27 9.28

178 250 448 1534

124 140 171 263

HE 450 x 123 HE 450 A HE 450 B HE 450 M

7.24 7.27 7.46

3550 4287 6180

691 842 1252

3950 4815 7095

1058 1291 1931

5.65 7.03 11.2

318 548 1544

155 187 270

HE 500 A HE 500 B HE 500 M

23.0 23.2 23.6

7.15 7.17 7.35

4146 4971 6923

721 872 1252

4623 5591 7934

1106 1340 1936

7.20 8.87 13.6

360 610 1559

166 199 278

HE 550 A HE 550 B HE 550 M

7893 9287 10780 11270 13530 18980

24.1 24.7 24.7 25.0 25.2 25.6

6.72 6.94 6.95 7.05 7.08 7.22

3529 4024 4639 4787 5701 7660

526 619 719 751 902 1244

3953 4484 5203 5351 6426 8773

813 952 1108 1155 1390 1930

6.13 7.32 8.57 9.00 11.0 16.0

177 247 374 407 677 1570

137 151 175 178 212 285

HE 600 x 137 HE 600 x 151 HE 600 x 174 HE 600 A HE 600 B HE 600 M

175200 210600 281700

11720 13980 18980

26.9 27.1 27.5

6.97 6.99 7.13

5474 6480 8433

782 932 1245

6137 7321 9658

1204 1441 1935

11.0 13.4 18.7

458 749 1584

190 225 293

HE 650 A HE 650 B HE 650 M

168900 215300 256900 329300

9471 12180 14440 18800

28.2 28.8 29.0 29.3

6.69 6.84 6.87 7.01

4982 6241 7340 9198

631 812 963 1237

5599 7033 8328 10540

977 1256 1494 1928

10.2 13.4 16.1 21.5

274 522 839 1595

166 204 241 301

HE 700 x 166 HE 700 A HE 700 B HE 700 M

303400 359100 442600

12640 14900 18630

32.6 32.8 33.1

6.65 6.68 6.79

7682 8977 10870

843 994 1230

8701 10230 12490

1311 1552 1929

18.3 21.9 27.9

609 959 1657

224 262 317

HE 800 A HE 800 B HE 800 M

422100 494100 570400

13550 15820 18450

36.3 36.5 36.7

6.50 6.53 6.60

9485 10980 12540

903 1054 1222

10810 12590 14440

1413 1657 1928

25.0 29.6 34.9

749 1150 1683

252 291 333

HE 900 A HE 900 B HE 900 M

553800 644700 722300

14000 16280 18460

40.0 40.1 40.3

6.35 6.38 6.45

11190 12890 14330

934 1085 1222

12830 14860 16570

1469 1715 1939

32.2 37.8 43.2

835 1267 1713

272 314 349

HE 1000 A HE 1000 B HE 1000 M

Section

11

r2

Perfiles angulares de lados iguales

t

V

U Y

de acuerdo con BS EN 10056 – 1: 1993 h Z

Equal angles

Z r1

c

according to BS EN 10056 - 1: 1993

t

c b

U

V

Y


Perfil

x x x x

90 90 90 90

x x x x

Explanation page 3

G kg/m

h mm

b mm

t mm

r1 mm

r2 mm

A cm2

C cm

6 8 10 12

8.3 10.9 13.4 15.9

90 90 90 90

90 90 90 90

6 8 10 12

11 11 11 11

5.5 5.5 5.5 5.5

10.6 13.9 17.1 20.3

2.41 2.50 2.58 2.66

Section L L L L

90 90 90 90

L L L L

100 100 100 100

x x x x

100 100 100 100

x x x x

8 10 12 15

12.2 15.0 17.8 21.9

100 100 100 100

100 100 100 100

8 10 12 15

12 12 12 12

6 6 6 6

15.5 19.2 22.7 27.9

2.74 2.82 2.90 3.02

L L L L

120 120 120 120

x x x x

120 120 120 120

x x x x

8 10 12 15

14.7 18.2 21.6 26.6

120 120 120 120

120 120 120 120

8 10 12 15

13 13 13 13

6.5 6.5 6.5 6.5

18.7 23.2 27.5 33.9

3.23 3.31 3.40 3.51

L L L L

150 150 150 150

x x x x

150 150 150 150

x x x x

10 12 15 18

23.0 27.3 33.8 40.1

150 150 150 150

150 150 150 150

10 12 15 18

16 16 16 16

8 8 8 8

29.3 34.8 43.0 51.0

4.03 4.12 4.25 4.37

L L L L

160 160 160 160

x x x x

160 160 160 160

x x x x

12 15 18 20

29.3 36.2 42.9 47.3

160 160 160 160

160 160 160 160

12 15 18 20

17 17 17 17

8.5 8.5 8.5 8.5

37.3 46.1 54.7 60.3

4.36 4.49 4.61 4.69

L L L L

180 180 180 180

x x x x

180 180 180 180

x x x x

12 15 18 20

33.1 40.9 48.6 53.7

180 180 180 180

180 180 180 180

12 15 18 20

18 18 18 18

9 9 9 9

42.1 52.1 61.9 68.3

4.85 4.98 5.10 5.18

L L L L

200 200 200 200

x x x x

200 200 200 200

x x x x

16 18 20 24

48.5 54.2 59.9 71.1

200 200 200 200

200 200 200 200

16 18 20 24

18 18 18 18

9 9 9 9

61.8 69.1 76.3 90.6

5.52 5.60 5.68 5.84


12

r2



Explanation page 3

IT cm4

Perfil

l y = lz cm4

lu cm4

lv cm4

lyz cm4

iz = iy cm

iu cm

iv cm

Wz = W y cm3

80.4 104 127 148

127 165 201 234

33 43 53 62

-47 -61 -74 -86

2.76 2.74 2.72 2.70

3.47 3.45 3.43 3.40

1.77 1.75 1.75 1.74

12.2 16.1 19.8 23.4

1.45 3.28 6.20 10.5

4.38 3.31 2.64 2.16

L L L L

90 90 90 90

145 177 207 249

230 281 328 393

60 73 86 105

-85 -104 -121 -144

3.06 3.04 3.02 2.98

3.85 3.82 3.80 3.75

1.97 1.95 1.95 1.94

20.0 24.6 29.1 35.6

3.68 6.97 11.8 22.3

3.70 2.95 2.43 1.91

L L L L

100 100 100 100

x x x x

100 100 100 100

x x x x

8 10 12 15

256 313 368 445

405 497 584 705

106 129 152 185

-150 -184 -216 -260

3.69 3.67 3.65 3.62

4.66 4.63 4.61 4.56

2.38 2.36 2.35 2.33

29.1 36.0 42.7 52.4

4.44 8.41 14.2 27.0

4.51 3.61 3.00 2.36

L L L L

120 120 120 120

x x x x

120 120 120 120

x x x x

8 10 12 15

624 737 898 1050

990 1170 1426 1665

258 304 370 435

-366 -433 -528 -615

4.62 4.60 4.57 4.54

5.81 5.80 5.76 5.71

2.96 2.95 2.93 2.92

56.9 67.8 83.5 98.8

10.8 18.2 34.6 58.6

4.52 3.77 3.00 2.47

L L L L

150 150 150 150

x x x x

150 150 150 150

x x x x

10 12 15 18

900 1099 1287 1407

1429 1745 2042 2230

371 453 532 584

-529 -646 -755 -823

4.92 4.89 4.85 4.83

6.19 6.15 6.11 6.08

3.15 3.13 3.12 3.11

77.4 95.5 113 124

19.6 37.2 62.9 85.3

4.02 3.21 2.65 2.36

L L L L

160 160 160 160

x x x x

160 160 160 160

x x x x

12 15 18 20

1298 1589 1866 2043

2061 2524 2963 3242

534 654 769 844

-763 -935 -1097 -1199

5.55 5.52 5.49 5.47

7.00 6.96 6.92 6.89

3.56 3.54 3.52 3.51

98.7 122 145 159

22.1 42.0 71.2 96.5

4.57 3.65 3.02 2.70

L L L L

180 180 180 180

x x x x

180 180 180 180

x x x x

12 15 18 20

2342 2600 2851 3331

3723 4133 4529 5284

960 1067 1173 1378

-1381 -1533 -1678 -1953

6.16 6.13 6.11 6.06

7.76 7.73 7.70 7.64

3.94 3.93 3.92 3.90

162 181 199 235

56.1 78.9 107 182

3.85 3.41 3.05 2.50

L L L L

200 200 200 200

x x x x

200 200 200 200

x x x x

16 18 20 24

a

Section x x x x

90 90 90 90

x x x x

6 8 10 12

13

r2

V

Perfiles angulares de lados desiguales

t

de acuerdo con BS EN 10056 – 1: 1993

Y U h 

Z

Unequal angles

Z r1

cz

according to BS EN 10056 - 1: 1993

t

r2

cy

U

b Y


Perfil Section

G kg/m

Explanation page 3

h mm

b mm

t mm

r1 mm

r2 mm

A cm2

Cz cm

Cy cm

L 100 x 65 x 7 L 100 x 65 x 8 L 100 x 65 x 10

8.77 9.94 12.3

100 100 100

65 65 65

7 8 10

10 10 10

5 5 5

11.2 12.7 15.6

3.23 3.27 3.36

1.51 1.55 1.63

L 100 x 75 x 8 L 100 x 75 x 10 L 100 x 75 x 12

10.6 13 15.4

100 100 100

75 75 75

8 10 12

10 10 10

5 5 5

13.5 16.6 19.7

3.10 3.19 3.27

1.87 1.95 2.03

L 120 x 80 x 8 L 120 x 80 x 10 L 120 x 80 x 12

12.2 15 17.8

120 120 120

80 80 80

8 10 12

11 11 11

5.5 5.5 5.5

15.5 19.1 22.7

3.83 3.92 4.00

1.87 1.95 2.03

L 125 x 75 x 8 L 125 x 75 x 10 L 125 x 75 x 12

12.2 15 17.8

125 125 125

75 75 75

8 10 12

11 11 11

5.5 5.5 5.5

15.5 19.1 22.7

4.14 4.23 4.31

1.68 1.76 1.84

L 150 x 75 x 10 L 150 x 75 x 12 L 150 x 75 x 15

17 20.2 24.8

150 150 150

75 75 75

10 12 15

12 12 12

6 6 6

21.7 25.7 31.7

5.31 5.40 5.52

1.61 1.69 1.81

L 150 x 90 x 10 L 150 x 90 x 12 L 150 x 90 x 15

18.2 21.6 26.6

150 150 150

90 90 90

10 12 15

12 12 12

6 6 6

23.2 27.5 33.9

5.00 5.08 5.21

2.04 2.12 2.23

L 150 x 100 x 10 L 150 x 100 x 12 L 150 x 100 x 14

19 22.5 26.1

150 150 150

100 100 100

10 12 14

12 12 12

6 6 6

24.2 28.7 33.2

4.81 4.90 4.98

2.34 2.42 2.50

L 200 x 100 x 10 L 200 x 100 x 12 L 200 x 100 x 15

23 27.3 33.7

200 200 200

100 100 100

10 12 15

15 15 15

7.5 7.5 7.5

29.2 34.8 43.0

6.93 7.03 7.16

2.01 2.10 2.22

L 200 x 150 x 12 L 200 x 150 x 15 L 200 x 150 x 18

32 39.6 47.1

200 200 200

150 150 150

12 15 18

15 15 15

7.5 7.5 7.5

40.8 50.5 60.0

6.08 6.21 6.33

3.61 3.73 3.85


14

V



Explanation page 3

lz cm4

ly cm4

lu cm4

lv cm4

lyz cm4

iz cm

iy cm

iu cm

iv cm

113 127 154

37.6 42.2 51.0

128 144 175

22.1 24.8 30.2

-37.5 -42.2 -50.8

3.17 3.16 3.14

1.83 1.83 1.81

3.39 3.37 3.35

1.41 1.40 1.39

133 162 189

64.1 77.6 90.2

162 197 230

34.7 42.2 49.5

-53.8 -65.1 -75.3

3.14 3.12 3.10

2.18 2.16 2.14

3.47 3.45 3.41

226 276 323

80.8 98.1 114

260 317 371

46.7 56.9 66

-78.2 -95.0 -110.5

3.82 3.80 3.77

2.28 2.26 2.24

247 302 354

67.6 82.1 95.5

274 334 391

40.9 49.9 58.5

-74.2 -90.1 -104.6

4.00 3.97 3.95

501 589 713

85.4 99.6 119

531 624 754

55.2 65 78

-116.0 -135.1 -160.5

533 627 761

146 171 205

591 694 840

88 104 126

553 651 745

198 233 265

637 749 856

1219 1441 1759

210 247 299

1653 2023 2376

803 979 1146

Wz cm3

Perfil

Wy cm3

 deg

16.6 18.9 23.2

7.53 8.54 10.5

22.42 22.42 22.30

L 100 x 65 x 7 L 100 x 65 x 8 L 100 x 65 x 10

1.60 1.59 1.59

19.3 23.8 28.1

11.4 14.0 16.5

28.69 28.52 28.37

L 100 x 75 x 8 L 100 x 75 x 10 L 100 x 75 x 12

4.10 4.08 4.04

1.74 1.73 1.71

27.6 34.1 40.4

13.2 16.2 19.1

23.56 23.45 23.30

L 120 x 80 x 8 L 120 x 80 x 10 L 120 x 80 x 12

2.09 2.07 2.05

4.20 4.18 4.15

1.62 1.62 1.60

29.6 36.5 43.2

11.6 14.3 16.9

19.80 19.67 19.49

L 125 x 75 x 8 L 125 x 75 x 10 L 125 x 75 x 12

4.81 4.78 4.75

1.99 1.97 1.94

4.95 4.93 4.88

1.59 1.59 1.57

51.7 61.3 75.2

14.5 17.1 21.0

14.59 14.45 14.20

L 150 x 75 x 10 L 150 x 75 x 12 L 150 x 75 x 15

-160.3 -187.5 -224.7

4.80 4.78 4.74

2.51 2.49 2.46

5.05 5.02 4.98

1.95 1.94 1.92

53.3 63.3 77.7

21.0 24.8 30.4

19.82 19.72 19.47

L 150 x 90 x 10 L 150 x 90 x 12 L 150 x 90 x 10

114 135 154

-192.2 -225.3 -256.2

4.78 4.76 4.74

2.87 2.85 2.82

5.13 5.11 5.08

2.17 2.17 2.15

54.2 64.4 74.3

25.9 30.7 35.3

23.64 23.58 23.44

L 150 x 100 x 10 L 150 x 100 x 12 L 150 x 100 x 14

1294 1529 1864

135 159 194

-285.3 -335.8 -406.0

6.46 6.43 6.40

2.68 2.67 2.64

6.66 6.63 6.58

2.15 2.14 2.12

93.3 111 137

26.3 31.3 38.4

14.74 14.68 14.54

L 200 x 100 x 10 L 200 x 100 x 12 L 200 x 100 x 15

2026 2476 2904

430 526 618

-675.0 -824.1 -963.5

6.36 6.33 6.29

4.44 4.40 4.37

7.05 7.00 6.96

3.25 3.23 3.21

119 147 174

70.5 86.9 103

28.90 28.82 28.72

L 200 x 150 x 12 L 200 x 150 x 15 L 200 x 150 x 18

Section

15


Tolerancias de laminación - BS EN 10034: 1993 La norma europea especifica las tolerancias dimensionales, del perfil y de la masa de los perfiles universales de acero estructural. Estos requisitos no son de aplicación en los perfiles de alas inclinadas.

Altura del perfil (h)

Espesor del alma (s)

La desviación con respecto a la altura nominal del perfil medida en la línea central del espesor del alma deberá estar dentro de las tolerancias que se indican en la Tabla 1(a).

La desviación con respecto al espesor nominal del alma medida en el punto medio de la dimensión (h) deberá estar dentro de las tolerancias que se indican en la Tabla 1(c).

Tabla 1 (a) Tolerancia sobre la altura y la sección transversal. Altura de la sección h mm

Tolerancia mm

Hasta 180, inclusive

+3,0 -2,0 +4,0 -2,0 +5,0 -3,0 ±5,0

Más de 180 y hasta 400, inclusive Más de 400 y hasta 700, inclusive Más de 700

Tabla 1 (c) Tolerancias sobre el espesor del alma. Espesor del alma s mm

Tolerancia mm

Menos de 7 7 y hasta 10, no inclusive 10 y hasta 20, no inclusive 20 y hasta 40, no inclusive 40 y hasta 60, no inclusive 60 o más

±0,7 ±1,0 ±1,5 ±2,0 ±2,5 ±3,0

Espesor del ala (t) La desviación con respecto al espesor nominal del ala medida en el punto a un cuarto del ancho del ala deberá estar dentro de las tolerancias que se indican en la Tabla 1(d).

Ancho del ala (b) La desviación con respecto al ancho nominal del ala deberá estar dentro de las tolerancias que se indican en la Tabla 1(b).

Tabla 1 (d) Tolerancias sobre el espesor del ala. Tabla 1 (b) Tolerancia sobre el ancho del ala. Ancho del ala b mm

Tolerancia mm

Hasta 110, inclusive

+4,0 -1,0 +4,0 -2,0 ±4,0 +6,0 -5,0


s y

h

*t

z

z

b

y b b

*t se mide en / 4

16

/ 4

Grosor del ala t mm

Tolerancia mm

Menos de 6,5

+1,5 -0,5 +2,0 -1,0 +2,5 -1,5 +2,5 -2,0 ±2,5 ±3,0 ±4,0

6,5 y hasta 10, no inclusive 10 y hasta 20, no inclusive 20 y hasta 30, no inclusive 30 y hasta 40, no inclusive 40 y hasta 60, no inclusive 60 o más

Descuadre (k + k I)

Rectitud (qzz o qyy )

El descuadre de la sección no debe superar el máximo indicado en la Tabla 2(a).

La rectitud deberá cumplir los requisitos que se indican en la Tabla 3.

Tabla 2 (a) Tolerancias sobre el descuadre de los perfiles universales. Ancho del ala b mm

Hasta 110, inclusive Más de 110

Tabla 3 Tolerancia sobre la rectitud de los perfiles universales.

Descuadre de las alas k + kI mm

Altura de la sección h

1,5 2% de b (máximo 6,5mm)


k I

mm

k I

h

h

0,30 L 0,15 L 0,1 L

qzz

qyy

k I

k

b

b

Descentrado del alma (e)

Tolerancia sobre la masa

El espesor en el punto medio del alma no podrá desviarse con respecto a la posición del ancho medio del ala en más de la distancia (e) indicada en la Tabla 2(b).

La desviación con respecto a la masa nominal de un lote o una pieza no debe superar el ±4,0%. La desviación de masa es la diferencia entre la masa real del lote o pieza y la masa calculada. La masa calculada se determinará utilizando una densidad de 7850kg/m 3.

Tabla 2 (b) Tolerancias sobre el descentrado de los perfiles universales. Ancho del ala b

Descentramiento del alma donde e = b1 – b2 2

mm

mm

mm

t < 40

Hasta 110, inclusive Más de 110 y hasta 325, inclusive Más de 325 Más de 110 y hasta 325, inclusive Más de 325

2,5 3,5

t ≥ 40

Tolerancia qzz y qyy sobre el largo L %

5,0 5,0

Tolerancia sobre la longitud Los perfiles se cortarán a la longitud pedida de acuerdo con unas tolerancias de: a) ±50mm; o b) -0, +100mm cuando se soliciten longitudes minimas. representa la mayor longitud del perfil utilizable, asumiendo que los extremos del perfil se han cortado a escuadra. L

8,0 L max.

b1

b2

b

L

17


Tolerancias de laminación - BS EN 10056-2: 1993 La norma europea especifica las tolerancias dimensionales, del perfil y de la masa de los perfiles angulares de lados iguales y desiguales de acero estructural laminado en caliente.

Tolerancias del perfil y dimensiones longitud del ala (a o b) La desviación con respecto al nominal de la longitud del ala deberá estar dentro de las tolerancias que se indican en la Tabla 1(a). Para los perfiles angulares de lados desiguales, el ala más larga (a) se utilizará para determinar la banda de tolerancia.

Descuadre (k)

Desviación k

k

El descuadre del perfil no debe superar el máximo indicado en la Tabla 1(c). Para los perfiles angulares de lados desiguales, el ala más larga (a) se utilizará para determinar la banda de tolerancia.

k

Tabla 1 (c) Tolerancias sobre el descuadre.

t a

Descuadre – longitud del ala mm

Tolerancia mm

Hasta 100, inclusive Más de 100 y hasta 150, inclusive Más de 150 y hasta 200, inclusive Más de 200

1,0 1,5 2,0 3,0

t

Rectitud (q) La desviación con respecto a la rectitud no debe superar las tolerancias que se indican en la Tabla 1(d). Para los perfiles angulares de lados desiguales, el ala más larga (a) se utilizará para determinar la banda de tolerancia.

b

Tabla 1 (a) Tolerancias dimensionales.

q

L

Tabla 1 (d) Tolerancias sobre la rectitud.

Longitud del ala a mm

Tolerancia mm

Hasta 50, inclusive Más de 50 y hasta 100, inclusive Más de 100 y hasta 150, inclusive Más de 150 y hasta 200, inclusive Más de 200

±1,0 ±2,0 ±3,0 ±4,0 +6,0 -4,0

Largo del ala a mm

Hasta 150, inclusive Más de 150 y hasta 200, inclusive Más de 200

Tolerancia Tolerancia sobre sobre cualquier parte toda la longitud de la longitud Desviación Longitud Desviación q considerada q mm mm mm

0,4% L

1,500

6,0

0,2% L

2,000

3,0

0,1% L

3,000

3,0

Espesor del perfil (t)

Tolerancia sobre la masa

La desviación con respecto al espesor nominal deberá estar dentro de las tolerancias que se indican en la Tabla 1(b).

La desviación con respecto a la masa nominal de cualquier pieza individual no debe superar: a) ±6% del grosor para t ≤ 4mm, o b) ±4% del grosor para t > 4mm. La desviación con respecto a la masa nominal es la diferencia entre la masa real de la pieza y la masa calculada. La masa calculada se determinará utilizando una densidad de 7850kg/m3.

Tabla 1 (b) Tolerancias de espesor.

18

Espesor de la sección t mm

Tolerancia mm

Hasta 5, inclusive Más de 5 y hasta 10, inclusive Más de 10 y hasta 15, inclusive Más de 15

±0,50 ±0,75 ±1,00 ±1,20

Tolerancia de longitud La tolerancia sobre la longitud pedida será: a) ±50mm; o b) -0, +100mm cuando se necesiten largos mínimos.

Rolling tolerances - BS EN 10034: 1993 The European Standard specifies tolerances on shape dimensions and mass of structural steel universal beams and columns. These requirements do not apply to taper flange sections.

Section height (h)

Web thickness (s)

The deviation from nominal on section height measured at the centre line of web thickness shall be within the tolerance given in Table 1(a).

The deviation from nominal on web thickness measured at the mid-point of dimension (h) shall be within the tolerance given in Table 1(c).

Table 1 (a) Tolerance on height and cross-section

Table 1 (c) Tolerances on web thickness

Section height h mm

Tolerance mm

Web thickness s mm

Tolerance mm

Up to and including 180

+3.0 -2.0 +4.0 -2.0 +5.0 -3.0 ±5.0

Less than 7 7 up to but excluding 10 10 up to but excluding 20 20 up to but excluding 40 40 up to but excluding 60 60 and over

±0.7 ±1.0 ±1.5 ±2.0 ±2.5 ±3.0

Greater than 180 up to and including 400 Greater than 400 up to and including 700 Greater than 700

Flange thickness (t)

Flange width (b)

The deviation from nominal on flange thickness measured at the quarter flange width point shall be within the tolerance given in Table 1(d).

The deviation from nominal on flange width shall be within the tolerance given in Table 1(b). Table 1 (b) Tolerance on flange widths

Table 1 (d) Tolerances on flange thickness

Flange width b mm

Tolerance mm

Flange thickness t mm

Tolerance mm

Up to and including 110

+4.0 -1.0 +4.0 -2.0 ±4.0 +6.0 -5.0

Less than 6.5

+1.5 -0.5 +2.0 -1.0 +2.5 -1.5 +2.5 -2.0 ±2.5 ±3.0 ±4.0


s y

h

*t

z

6.5 up to but excluding 10 10 up to but excluding 20 20 up to but excluding 30 30 up to but excluding 40 40 up to but excluding 60 60 and over

z

b

/ 4

y b b

*t is measured at / 4

19


Out-of-squareness (k + k I)

Straightness (qzz or qyy )

The out-of-squareness of the section shall not exceed the maximum given in Table 2(a).

The straightness shall comply with the requirements given in Table 3.

Table 2 (a) Tolerance on out-of-squareness of universal beams and columns Flange width b mm

Up to and including 110 Greater than 110

Table 3 Tolerance on straightness of universal beams and columns

Out-of-squareness of flanges k + kI mm

Section height h

1.5 2% of b (maximum 6.5mm)


k I

mm

k I

h

0.30 L 0.15 L 0.1 L

qzz

h

qyy

k I

k

b

b

Web off-centre (e)

Tolerance on mass

The mid-thickness of the web shall not deviate from the mid-width position on the flange by more than the distance (e) given in Table 2(b).

The deviation from the nominal mass of a batch or a piece shall not exceed ±4.0%. The mass deviation is the difference between the actual mass of the batch or piece and the calculated mass. The calculated mass shall be determined using a density of 7850kg/m 3.

Table 2 (b) Tolerance on web off-centre of universal beams and columns Flange thickness t

Flange width b

mm

mm

t < 40

Up to and including 110 Greater than 110 up to and including 325 Greater than 325 Greater than 110 up to and including 325 Greater than 325

t ≥ 40

Tolerance qzz and qyy on length L %

Web off-centre where e = b1 – b2 2 mm

2.5 3.5

Tolerance on length The sections shall be cut to ordered lengths to tolerances of: a) ±50mm; or b) -0, +100mm where minimum lengths are requested. represents the longest useable length of the section assuming that the ends of the section have been cut square. L

5.0 5.0 8.0

L max.

b1

b2

b

20

L

Rolling tolerances – BS EN 10056-2: 1993 This European Standard specifies tolerances on shape, dimensions and mass of hot-rolled structural steel equal and unequal leg angles.

Tolerances on shapes and dimensions Leg length (a or b) The deviation from nominal on leg length shall be within the tolerance given in Table 1(a). For unequal leg angles the longer leg length (a) shall be used to determine the tolerance band.

Out-of-square (k )

Deviation k

Out-of-squareness of the section shall not exceed the maximum given in Table 1(c). For unequal leg angles, the longer leg length (a) shall be used to determine the tolerance band.

k

Table 1 (c) Squareness tolerances

t a

Out of square – Leg length mm

Tolerance mm

Up to and including 100 Greater than 100 up to and including 150 Greater than 150 up to and including 200 Greater than 200

1.0 1.5 2.0 3.0

t

Straightness (q) The deviation from straightness shall not exceed the tolerances given in Table 1(d). For unequal leg angles, the longer leg length (a) shall be used to determine the tolerance band.

b

Table 1 (a) Dimensional tolerances

q

L

Table 1 (d) Straightness tolerances

Leg length a mm

Tolerance mm

Up to and including 50 Greater than 50 up to and including 100 Greater than 100 up to and including 150 Greater than 150 up to and including 200 Greater than 200

±1.0 ±2.0 ±3.0 ±4.0 +6.0 -4.0

Leg length a mm

Tolerance Tolerance over over any part bar length full bar length Deviation Length Deviation q considered q mm mm mm

Up to and including 150 Greater than 150 up to and including 200 Greater than 200

0.4% L

1,500

6.0

0.2% L

2,000

3.0

0.1% L

3,000

3.0

Section thickness (t)

Tolerance on mass

The deviation from nominal on thickness shall be within the tolerances given in Table 1(b).

The deviation from the nominal mass of any individual piece shall not exceed: a) ±6% for thickness for t ≤ 4mm or b) ±4% for thickness for t > 4mm. The deviation from the nominal mass is the difference between the actual mass of the piece and the calculated mass. The calculated mass shall be determined using a density of 7850kg/m3.

Table 1 (b) Thickness tolerances Section thickness t mm

Tolerance mm

Up to and including 5 Greater than 5 up to and including 10 Greater than 10 up to and including 15 Greater than 15

±0.50 ±0.75 ±1.00 ±1.20

Tolerance on length The tolerance on ordered length shall be either: a) ±50mm; or b) -0, +100mm where minimum lengths are required. 21

Oficinas y agentes de exportación de Corus Offices and agents for Corus products Belgium Corus Benelux (as Netherlands)

Hungary Corus Hungary Kft.

Romania Corus International Romania SRL

2, Nikolay Haitov str. 1113 Sofia, Bulgaria T : +359 (0) 2 4950 180

2040 Budaörs Szabadság u.117 Budapest Hungary T : +36 23 507 280 F : +36 23 507 281

7 Hirsova Street, Sector 3 031 409, Bucharest Romania T : +40 (0) 21 323 20 90 F : +40 (0) 21 323 20 91

Czech Republic Corus Central Europe s.r.o.

Ireland Corus Ireland Ltd

4th Floor Mala Stepanska 9 120 00 Praha 2 Czech Republic T : +420 224 91 95 45 F : +420 224 91 95 46

Suite 6, Block D The Cubes Office Beacon South Qtr Sandyford Dublin 18 T : +353 1 297 3360 F : +353 1 293 8992

Rosario Pino 14-16 Torre Rioja 28020 Madrid Spain T : +34 (0) 91 425 2910 F : +34 (0) 91 5790 234

Bulgaria Corus International Bulgaria Ltd

Denmark Corus Denmark AS

Kongevejen 71 PO Box 113 DK-2840 Holte Denmark T : +45 (0) 39 96 09 00 F : +45 (0) 39 96 09 49 Estonia Corus Finland Oy Finland Corus Finland Oy

Hitsaajankatu 22 00810 Helsinki Finland T : +358 9 4542450 F : +358 9 45424520 France Corus France SA

3 Allee des Barbanniers F- 92632 Gennevilliers Cedex France T : +33 (0) 1 41 47 33 15 F : +33 (0) 1 40 85 11 49 Germany Corus International Deutschland GmbH

Am Trinnelsberg 48 40589 Düsseldorf Germany T : +49 (0) 211 4926 0 F : +49 (0) 211 4926 138 Greece Nicholas Skender Agencies Ltd

2, A G Papendreou Street Melissa 151 27 Greece T : +30 (0) 210 8035 445 F : +30 (0) 210 8035 450 22

Italy Corus Italia SrL

Via Rondoni, 1 20146 Milano Italy T : +39 02 4225541 F : +39 02 422554250 Latvia Corus Finland Oy Lithuania Corus Finland Oy Netherlands Corus Benelux

Ankerkade71 6222 Maastricht Netherlands T : +31 (0) 43 407 92 19 F : +31 (0) 43 407 92 97 Norway Corus Sverige AB (as Sweden) Poland Corus Polska Sp. z.o.o.

Ul. Piastowska 7 40-005 Katowice Poland T : +48 (0) 32 608 3510 F : +48 (0) 32 608 3502 Portugal Corus Metal Iberica SA

Sucursal de Portugal Av. Miguel Bombarda, nr 36 8o l 1050-165 Lisboa Portugal T : +351 217 817 040 F : +351 217 817 049

Spain Corus Metal Iberica SA

Sweden Corus Sverige AB

Amerikahuset Barlastgatan 2 41463 Gothenburg Sweden T : +46 (0) 31 779 3200 F : +46 (0) 31 779 3228 Switzerland Corus (Schweiz) AG

Zweigniederlassung Basel Postfach CH-4020 Basel Switzerland T : +41 (0) 6137 89828 F : +41 (0) 6137 89829 Turkey Corus Çelik Ticaret AS

26 Cumhuriyet Cad. Pegasus Bldg. Floor 7 34367 Elmadag - Taksim Istanbul Turkey T : +90 (212) 241 5700 F : +90 (212) 241 6366

Los datos de contacto de las oficinas y agentes de Corus para las exportaciones fuera de Europa están disponibles en el sitio Internet de la sociedad www.corusgroup.com Contact details for offices and agents for Corus exports outside of Europe are available on the company website www.corusgroup.com

23

www.corusgroup.com

Se ha tenido cuidado para garantizar que esta información sea precisa, pero Tata Steel UK Limited y sus filiales no aceptan ninguna responsabilidad con respecto a los errores o información que pudiera resultar errónea.

Care has been taken to ensure that this information is accurate, but Tata Steel UK Limited, including its subsidiaries, does not accept responsibility or liability for errors or information which is found to be misleading.

Copyright 2008 Corus

Copyright 2008 Corus References to British Standards are in respect of the current versions and extracts are quoted by permission of the British Standards Institute from whom copies of the full standards may be obtained.

Corus Long Products Construction & Infrastructure

PO Box 1 Brigg Road Scunthorpe DN16 1BP United Kingdom T +44(0) 1724 404040 F +44(0) 1724 405600 email: [email protected] English and Spanish language version

AMB:1000:UK:01/2009

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