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European Structural Sections

Nov 24, 2014

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Corus Construction & Industrial

Structural sectionsin accordance with European specifications

Structural sections in accordance with European specifications

Table des matieresNotations Nuances et Prsentation Dimensions et Proprits Profils IPE Profils HE Cornires Ailes Egales Cornires Ailes Ingales Tolrances de Laminage BS EN 10034: 1993 BS EN 10056 2: 1993 Bureaux de Vente Corus Page 2 3 4-7 8-13 14-15 16-17 18-19 20 27-28

InhaltBezeichnung Stahlsorten und Qualitt Querschnittsgrssen IPE Profile Gem Euronorm Profils HE Gem Euronorm Gleichschenkliger Winkelstahl Ungleichschenkliger Winkelstahl Walztoleranzen BS EN 10034: 1993 BS EN 10056 2: 1993 Corus Verkaufbros 2 3 4-7 8-13 14-15 16-17 21-22 23 27-28

ContentsNotation Quality and Presentation Dimensions and Properties IPE Beams HE Wide Flange Beams Equal Angles Unequal Angles Rolling Tolerances BS EN 10034: 1993 BS EN 10056 2: 1993 Offices and Agents for Corus Exports 2 3 4-7 8-13 14-15 16-17 24-25 26 27-28

Corus Construction & Industrial 1

Structural sections in accordance with European specifications

Notations en conformit avec EN 1993-1-1A = Section dacier b = Largeur du profil d = Hauteur de la portion droite de lme G = Poids par mtre courant h = Hauteur du profil

Bezeichnungen laut EN 1993-1-1A = Querschnittsflche b = Profilbreite d = Hhe des geraden Stegteils G = Gewicht pro lfd. Meter h = Profilhhe

Notations according to EN 1993-1-1A = Sectional area b = Width of section d = Depth of straight portion of web G = Weight per metre h = Depth of section

hw = Hauteur intrieure entre ailes

hw = Innere Hhe zwischen Flanschen

hw = Inner depth between flanges

I i IT

= Moment dinertie = Rayon de giration = Moment dinertie de torsion

I i IT

= Flchenmoment = Trgheitsbalbmesser = Torsionsflchenmoment

I i IT

= Moment of inertia = Radius of gyration = Torsional constant

I = Facteur de gauchissement par rapport au centre de cisaillement Iyz = Moment centrifuge r,r1 = Rayon de cong r2 = Rayon de cong extrieur t = Epaisseur

I = Wlbflchenmoment bezogen auf den Schubmittelpunkt Iyz = Flchenzentrifugalmoment r,r1 = Ausrundungsradius r2 = Abrundungsradius t = Strke

I = Warping constant referred to the shear centre

Iyz = Centrifugal moment r,r1 = Radius of root fillet r2 = Toe radius t = Thickness

t f = Epaisseur daile t w = Epaisseur dme W = Module de flexion lastique

t f = Flanschdicke t w = Stegdicke W = Elastisches Widerstandsmoment

t f = Flange thickness t w = Web thickness W = Elastic section modulus

W pl = Module de flexion plastique

W pl = Plastisches Widerstandsmoment

W pl = Plastic section modulus

y s = Distance du centre de gravit suivant laxe y z s = Distance du centre de gravit suivant laxe z Il incombe lutilisateur de vrifier selon la nuance dacier si les valeurs des lancements de lme et des ailes du profil choisi satisfont aux conditions dapplication des rgles de dimensionnement utilises.

y s = Schwerpunktsabstand in Richtung y-Achse z s = Schwerpunktsabstand in Richtung z-Achse Es solte geprft werden, ob die Schlankheitsgrade von Steg und Flansch des ausgesuchten Profils den in den Anwendebestimmungen der Baunormen in Abhngigkeit der Stahlsorten angegebenen Werte entsprechen.

y s = Distance of centre of gravity along y-axis z s = Distance of centre of gravity along z-axis Designers should verify that the slenderness ratios of web and flange of the chosen section and grade comply with the design codes used.

2 Corus Construction & Industrial

Structural sections in accordance with European specifications

Nuances, tolrances et prsentationNuances dacier Nuances dacier de construction conformment aux normes nationales et internationales: (Grades S235JR, S275JR, S275J0, S275J2 et S355JR, S355J0, S355J2), ASTM A36, A572 et JIS. Tolrances de laminage Sur les dimensions, les profils, le poids et la longueur conformes Euronorm, BS EN10034: 1993 et BS EN10056-2: 1993. Longueurs De 6m 24m. Pour certaines tailles, il est possible de fournir des longueurs jusqu 27m sur demande spciale. Finitions Les profils sont normalement fournis tels quels ltat lamin, mais on peut sur demande passer le matriau la grenaille et le recouvrir dun apprt ou de peinture. Marquage Tous les profiles seront identifis par une tiquette code barre Corus standard.

Stahlsorten, toleranzen und qualittStahlsorten Stahlsorten gemss Nationalen und Internationalel Normen: (Grades S235JR, S275JR, S275J0, S275J2 et S355JR, S355J0, S355J2), ASTM A36, A572 und JIS.

Steel grades, tolerances and presentationSteel grades Structural steel grades in accordance with national and international standards: (Grades S235JR, S275JR, S275J0, S275J2 et S355JR, S355J0, S355J2), ASTM A36, A572 and JIS.

Walztoleranzen Mass, Profile, Gewicht und Lnge in Euronorm, BS EN10034: 1993 und BS EN10056-2: 1993.

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

Lngen Von 6 bis 24m. Bestimmte Grssen bis 27m stehen zur Verfgung nach Vereinbarung. Oberflchen Profile werden normalerweise wie gewalzt geliefert, auf Wunsch kann das Material auch gestrahlt und konserviert werden.

Lengths From 6m up to 24m. For certain sizes lengths up to 27m may be supplied by arrangement. Finishes Sections are normally supplied in the as-rolled condition but arrangements can be made for material to be shotblasted and primed/painted.

Kennzeichnung Alle Trger werden durch unsere mit Bar Code versehenen Standard Corus Etiketten gekennzeichnet.

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

Corus Construction & Industrial 3

Structural sections in accordance with European specificationsb z r

Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57

Europische I-trgermit parallelen Flanschflchen gema Euronorm 19-57

h

y

y d hw tw

European specification beamswith parallel flanges in accordance with Euronorm 19-57

tf z

Notation page 2

Bezeichnungen Seite 2

Explanation page 2

Dsignation Bezeichnung Section G kg/m h mm b mm tw mm tf mm r mm A cm2

hw mm

d mm

IPE 100 A IPE 100 IPE 120 A IPE 120 IPE 140 A IPE 140 IPE 140 R IPE 160 A IPE 160 IPE 160 R IPE 180 A IPE 180 IPE 180 O IPE 180 R IPE 200 A IPE 200 IPE 200 O IPE 200 R IPE 220 A IPE 220 IPE 220 O IPE 220 R IPE 240 A IPE 240 IPE 240 O IPE 240 R IPE 270 A IPE 270 IPE 270 O IPE 270 R IPE 300 A IPE 300 IPE 300 O IPE 300 R

6.89 8.10 8.66 10.4 10.5 12.9 14.4 12.7 15.8 17.7 15.4 18.8 21.3 22.1 18.4 22.4 25.1 26.6 22.2 26.2 29.4 31.6 26.2 30.7 34.3 37.3 30.7 36.1 42.3 44.0 36.5 42.2 49.3 51.7

98 100 118 120 137 140 142 157 160 162 177 180 182 183 197 200 202 204 217 220 222 225 237 240 242 245 267 270 274 276 297 300 304 306

55 55 64 64 73 73 72 82 82 81 91 91 92 89 100 100 102 98 110 110 112 108 120 120 122 118 135 135 136 133 150 150 152 147

3.6 4.1 3.8 4.4 3.8 4.7 5.3 4.0 5.0 5.6 4.3 5.3 6.0 6.4 4.5 5.6 6.2 6.6 5.0 5.9 6.6 6.7 5.2 6.2 7.0 7.5 5.5 6.6 7.5 7.7 6.1 7.1 8.0 8.5

4.7 5.7 5.1 6.3 5.6 6.9 7.8 5.9 7.4 8.5 6.5 8.0 9.0 9.5 7.0 8.5 9.5 10.5 7.7 9.2 10.2 11.8 8.3 9.8 10.8 12.3 8.7 10.2 12.2 13.1 9.2 10.7 12.7 13.7

7 7 7 7 7 7 7 9 9 9 9 9 9 9 12 12 12 12 12 12 12 12 15 15 15 15 15 15 15 15 15 15 15 15

8.78 10.3 11.0 13.2 13.4 16.4 18.3 16.2 20.1 22.6 19.6 23.9 27.1 28.1 23.5 28.5 32.0 33.9 28.3 33.4 37.4 40.2 33.3 39.1 43.7 47.5 39.1 45.9 53.8 56.0 46.5 53.8 62.8 65.9

88.6 88.6 107.4 107.4 126.2 126.2 126.2 145.2 145.2 145.2 164.0 164.0 164.0 164.0 183.0 183.0 183.0 183.0 201.6 201.6 201.6 201.6 220.4 220.4 220.4 220.4 249.6 249.6 249.6 249.6 278.6 278.6 278.6 278.6

74.6 74.6 93.4 93.4 112.2 112.2 112.2 127.2 127.2 127.2 146.0 146.0 146.0 146.0 159.0 159.0 159.0 159.0 177.6 177.6 177.6 177.6 190.4 190.4 190.4 190.4 219.6 219.6 219.6 219.6 248.6 248.6 248.6 248.6

Non Standard Section Size. Please refer to account manager for availability of rollings.

4 Corus Construction & Industrial

Structural sections in accordance with European specificationsb z r

Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57

Europische I-trgermit parallelen flanschflchen gema Euronorm 19-57

h

y

y d hw tw

European specification beamswith parallel flanges in accordance with Euronorm 19-57

tf z

Notation page 2

Bezeichnungen Seite 2

Explanation page 2

Dsignation Iy cm4

Iz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

Wplz cm3

I dm6

IT cm4

G kg/m

Bezeichnung Section

141 171 257 318 435 541 609 689 869 992 1063 1317 1505 1554 1591 1943 2211 2363 2317 2772 3134 3481 3290 3892 4369 4823 4917 5790 6947 7300 7173 8356 9994 10500

13.1 15.9 22.4 27.7 36.4 44.9 48.8 54.4 68.3 75.7 81.9 101 117 112 117 142 169 166 171 205 240 249 240 284 329 339 358 420 513 516 519 604 746 728

4.01 4.07 4.83 4.90 5.70 5.74 5.76 6.53 6.58 6.62 7.37 7.42 7.45 7.44 8.23 8.26 8.32 8.35 9.05 9.11 9.16 9.30 9.94 9.97 10.0 10.1 11.2 11.2 11.4 11.4 12.4 12.5 12.6 12.6

1.22 1.24 1.42 1.45 1.65 1.65 1.63 1.83 1.84 1.83 2.05 2.05 2.08 2.00 2.23 2.24 2.30 2.21 2.46 2.48 2.53 2.49 2.68 2.69 2.74 2.67 3.02 3.02 3.09 3.03 3.34 3.35 3.45 3.32

28.8 34.2 43.8 53.0 63.3 77.3 86.0 87.8 109 122 120 146 165 170 162 194 219 232 214 252 282 309 278 324 361 394 368 429 507 529 483 557 658 686

4.77 5.79 7.00 8.65 9.98 12.3 13.5 13.3 16.7 18.7 18.0 22.2 25.5 25.2 23.4 28.5 33.1 33.8 31.2 37.3 42.8 46.1 40.0 47.3 53.9 57.4 53.0 62.2 75.5 77.6 69.2 80.5 98.1 99.0

33.0 39.4 49.9 60.7 71.6 88.4 99.0 99.1 124 140 135 166 189 195 182 221 249 265 240 285 321 352 312 367 410 450 413 484 575 601 542 628 744 780

7.52 9.13 11.0 13.6 15.5 19.2 21.3 20.7 26.1 29.3 27.9 34.6 39.9 39.6 36.5 44.5 51.8 53.1 48.4 58.0 66.8 71.8 62.3 73.8 84.3 90.0 82.2 96.8 118 121 107 125 152 154

0.0003 0.0004 0.0007 0.0009 0.0016 0.0020 0.0022 0.0031 0.0040 0.0045 0.0060 0.0075 0.0088 0.0084 0.0106 0.0131 0.0156 0.0155 0.0188 0.0228 0.0269 0.0283 0.0314 0.0376 0.0439 0.0459 0.0597 0.0708 0.0880 0.0890 0.107 0.126 0.158 0.155

0.727 1.16 0.996 1.69 1.34 2.40 3.36 1.93 3.54 5.06 2.67 4.73 6.65 7.63 4.14 6.92 9.36 11.7 5.68 9.03 12.2 16.4 8.50 13.0 17.1 22.8 10.4 15.9 25.0 29.1 13.3 19.9 31.0 37.0

6.89 8.10 8.66 10.4 10.5 12.9 14.4 12.7 15.8 17.7 15.4 18.8 21.3 22.1 18.4 22.4 25.1 26.6 22.2 26.2 29.4 31.6 26.2 30.7 34.3 37.3 30.7 36.1 42.3 44.0 36.5 42.2 49.3 51.7

IPE 100 A IPE 100 IPE 120 A IPE 120 IPE 140 A IPE 140 IPE 140 R IPE 160 A IPE 160 IPE 160 R IPE 180 A IPE 180 IPE 180 O IPE 180 R IPE 200 A IPE 200 IPE 200 O IPE 200 R IPE 220 A IPE 220 IPE 220 O IPE 220 R IPE 240 A IPE 240 IPE 240 O IPE 240 R IPE 270 A IPE 270 IPE 270 O IPE 270 R IPE 300 A IPE 300 IPE 300 O IPE 300 R

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 5

Structural Sections in accordance with European Specifications

Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57r

b z

Europische I-trgermit parallelen Flanschflchen gema Euronorm 19-57

h

y

y d hw tw

European specification beamswith parallel flanges in accordance with Euronorm 19-57Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Dsignation Bezeichnung Section G kg/m h mm b mm tw mm tf mm r mm A cm2

hw mm

d mm

IPE 330 A IPE 330 IPE 330 O IPE 330 R IPE 360 A IPE 360 IPE 360 O IPE 360 R IPE 400 A IPE 400 IPE 400 O IPE 400 R IPE 400 V IPE 450 A IPE 450 IPE 450 O IPE 450 R IPE 450 V IPE 500 A IPE 500 IPE 500 O IPE 500 R IPE 500 V IPE 550 A IPE 550 IPE 550 O IPE 550 R IPE 550 V IPE 600 A 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

43.0 49.1 57.0 60.3 50.2 57.1 66.0 70.4 57.4 66.3 75.7 81.5 84.0 67.2 77.6 92.4 95.2 104 79.4 90.7 107 111 129 92.1 106 123 134 159 108 122 154 144 184 137 147 160 174 185 197 210 222

327 330 334 336 358 360 364 367 397 400 404 407 408 447 450 456 458 460 497 500 506 508 514 547 550 556 560 566 597 600 610 608 618 753 753 758 762 766 770 775 778

160 160 162 158 170 170 172 168 180 180 182 178 182 190 190 192 188 194 200 200 202 198 204 210 210 212 210 216 220 220 224 218 228 263 265 266 267 267 268 268 269

6.5 7.5 8.5 9.2 6.6 8.0 9.2 9.9 7.0 8.6 9.7 10.6 10.6 7.6 9.4 11.0 11.3 12.4 8.4 10.2 12.0 12.6 14.2 9.0 11.1 12.7 14.0 17.1 9.8 12.0 15.0 14.0 18.0 11.5 13.2 13.8 14.4 14.9 15.6 16.0 17.0

10.0 11.5 13.5 14.5 11.5 12.7 14.7 16.0 12.0 13.5 15.5 17.0 17.5 13.1 14.6 17.6 18.6 19.6 14.5 16.0 19.0 20.0 23.0 15.7 17.2 20.2 22.2 25.2 17.5 19.0 24.0 23.0 28.0 17.0 17.0 19.3 21.6 23.6 25.4 28.0 29.5

18 18 18 18 18 18 18 18 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 24 24 24 24 24 24 24 24 24 24 17 17 17 17 17 17 17 17

54.7 62.6 72.6 76.8 64.0 72.7 84.1 89.7 73.1 84.5 96.4 104 107 85.5 98.8 118 121 132 101 116 137 142 164 117 134 156 170 202 137 156 197 184 234 175 187 204 221 236 251 268 283

307.0 307.0 307.0 307.0 334.6 334.6 334.6 334.6 373.0 373.0 373.0 373.0 373.0 420.8 420.8 420.8 420.8 420.8 468.0 468.0 468.0 468.0 468.0 515.6 515.6 515.6 515.6 515.6 562.0 562.0 562.0 562.0 562.0 719.0 719.0 719.4 718.8 718.8 719.2 719.0 719.0

271.0 271.0 271.0 271.0 298.6 298.6 298.6 298.6 331.0 331.0 331.0 331.0 331.0 378.8 378.8 378.8 378.8 378.8 426.0 426.0 426.0 426.0 426.0 467.6 467.6 467.6 467.6 467.6 514.0 514.0 514.0 514.0 514.0 685.0 685.0 685.4 684.8 684.8 685.2 685.0 685.0

6 Corus Construction & Industrial

Non Standard Section Size. Please refer to account manager for availability of rollings.

Structural Sections in accordance with European Specifications

Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57r

b z

Europische I-trgermit parallelen Flanschflchen gema Euronorm 19-57

h

y

y d hw tw

European specification beamswith parallel flanges in accordance with Euronorm 19-57Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Iy cm4

Iz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

Wplz cm3

I dm6

IT cm4

G kg/m

Dsignation Bezeichnung Section

10230 11770 13910 14690 14520 16270 19050 20360 20290 23130 26750 28860 30140 29760 33740 40920 42400 46200 42930 48200 57780 59930 70720 59980 67120 79160 86600 102300 82920 92080 118300 110300 141600 159900 166100 186100 205800 223000 240300 262200 278200

685 788 960 958 944 1043 1251 1270 1171 1318 1564 1606 1766 1502 1676 2085 2070 2397 1939 2142 2622 2600 3271 2432 2668 3224 3447 4265 3116 3387 4521 3993 5570 5166 5289 6073 6873 7510 8175 9011 9604

13.7 13.7 13.8 13.8 15.1 15.0 15.0 15.1 16.7 16.5 16.7 16.7 16.8 18.7 18.5 18.6 18.7 18.7 20.6 20.4 20.6 20.5 20.8 22.6 22.3 22.5 22.5 22.5 24.6 24.3 24.5 24.5 24.6 30.3 29.8 30.2 30.5 30.8 31.0 31.3 31.3

3.54 3.55 3.64 3.53 3.84 3.79 3.86 3.76 4.00 3.95 4.03 3.93 4.06 4.19 4.12 4.21 4.13 4.26 4.38 4.31 4.38 4.28 4.47 4.55 4.45 4.55 4.50 4.60 4.77 4.66 4.79 4.66 4.88 5.44 5.31 5.45 5.57 5.65 5.71 5.80 5.82

626 713 833 874 812 904 1047 1111 1022 1156 1324 1418 1477 1331 1500 1795 1851 2009 1728 1928 2284 2360 2752 2193 2441 2847 3093 3616 2778 3069 3879 3629 4582 4246 4411 4909 5402 5821 6241 6765 7152

85.6 98.5 119 121 111 123 145 151 130 146 172 180 194 158 176 217 220 247 194 214 260 263 321 232 254 304 328 395 283 308 404 366 489 393 399 457 515 563 610 672 714

702 805 943 995 907 1019 1186 1265 1144 1308 1503 1618 1682 1495 1702 2047 2115 2302 1946 2195 2613 2710 3169 2475 2788 3264 3563 4206 3142 3513 4472 4176 5325 4865 5110 5666 6218 6691 7174 7762 8225

133 153 185 190 172 191 227 236 202 229 269 283 304 245 276 341 346 389 301 335 408 414 506 361 400 480 520 632 441 485 639 580 780 614 631 719 810 884 959 1054 1122

0.172 0.200 0.247 0.247 0.283 0.315 0.382 0.390 0.434 0.492 0.590 0.611 0.673 0.707 0.794 1.00 0.999 1.16 1.13 1.25 1.55 1.55 1.97 1.72 1.89 2.31 2.49 3.12 2.62 2.86 3.88 3.42 4.85 7.00 7.16 8.28 9.42 10.3 11.3 12.6 13.5

19.6 28.1 42.2 50.6 27.4 37.4 55.7 68.8 36.2 51.3 73.3 92.5 99.6 47.1 66.7 109 123 149 64.3 89.1 143 162 242 89.3 123 187 242 372 122 165 316 271 506 135 157 208 270 334 406 512 601

43.0 49.1 57.0 60.3 50.2 57.1 66.0 70.4 57.4 66.3 75.7 81.5 84.0 67.2 77.6 92.4 95.2 104 79.4 90.7 107 111 129 92.1 106 123 134 159 108 122 154 144 184 137 147 160 174 185 197 210 222

IPE 330 A IPE 330 IPE 330 O IPE 330 R IPE 360 A IPE 360 IPE 360 O IPE 360 R IPE 400 A IPE 400 IPE 400 O IPE 400 R IPE 400 V IPE 450 A IPE 450 IPE 450 O IPE 450 R IPE 450 V IPE 500 A IPE 500 IPE 500 O IPE 500 R IPE 500 V IPE 550 A IPE 550 IPE 550 O IPE 550 R IPE 550 V IPE 600 A 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

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 7

Structural sections in accordance with European specifications

Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62r

b z

Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62

h

y

y d hw tw

European wide flange beamsin accordance with Euronorm 53-62Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Dsignation Bezeichnung Section G kg/m h mm b mm tw mm tf mm r mm A cm2

hw mm

d mm

HE 100 AA HE 100 A HE 100 B HE 120 AA HE 120 A HE 120 B HE 140 AA HE 140 A HE 140 B HE 160 AA HE 160 A HE 160 B HE 160 M HE 180 AA HE 180 A HE 180 B HE 180 M HE 200 AA HE 200 A HE 200 B HE 200 M HE 220 AA HE 220 A HE 220 B HE 220 M HE 240 AA HE 240 A HE 240 B HE 240 M HE 260 AA HE 260 A HE 260 B HE 260 M

12.2 16.7 20.4 14.6 19.9 26.7 18.1 24.7 33.7 23.8 30.4 42.6 76.2 28.7 35.5 51.2 88.9 34.6 42.3 61.3 103 40.4 50.5 71.5 117 47.4 60.3 83.2 157 54.1 68.2 93.0 172

91 96 100 109 114 120 128 133 140 148 152 160 180 167 171 180 200 186 190 200 220 205 210 220 240 224 230 240 270 244 250 260 290

100 100 100 120 120 120 140 140 140 160 160 160 166 180 180 180 186 200 200 200 206 220 220 220 226 240 240 240 248 260 260 260 268

4.2 5.0 6.0 4.2 5.0 6.5 4.3 5.5 7.0 4.5 6.0 8.0 14.0 5.0 6.0 8.5 14.5 5.5 6.5 9.0 15.0 6.0 7.0 9.5 15.5 6.5 7.5 10.0 18.0 6.5 7.5 10.0 18.0

5.5 8.0 10.0 5.5 8.0 11.0 6.0 8.5 12.0 7.0 9.0 13.0 23.0 7.5 9.5 14.0 24.0 8.0 10.0 15.0 25.0 8.5 11.0 16.0 26.0 9.0 12.0 17.0 32.0 9.5 12.5 17.5 32.5

12 12 12 12 12 12 12 12 12 15 15 15 15 15 15 15 15 18 18 18 18 18 18 18 18 21 21 21 21 24 24 24 24

15.6 21.2 26.0 18.6 25.3 34.0 23.0 31.4 43.0 30.4 38.8 54.3 97.1 36.5 45.3 65.3 113 44.1 53.8 78.1 131 51.5 64.3 91.0 149 60.4 76.8 106 200 69.0 86.8 118 220

80 80 80 98 98 98 116 116 116 134 134 134 134 152 152 152 152 170 170 170 170 188 188 188 188 206 206 206 206 225 225 225 225

56 56 56 74 74 74 92 92 92 104 104 104 104 122 122 122 122 134 134 134 134 152 152 152 152 164 164 164 164 177 177 177 177

Non Standard Section Size. Please refer to account manager for availability of rollings.

8 Corus Construction & Industrial

Structural sections in accordance with European specifications

Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62r

b z

Europische warmgewalze breite I-trgermit parallelen flanschflchen gema Euronorm 53-62

h

y

y d hw tw

European wide flange beamsin accordance with Euronorm 53-62Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Iy cm4

Iz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

Wplz cm3

I dm6

IT cm4

G kg/m

Dsignation Bezeichnung Section

237 349 450 413 606 864 719 1033 1509 1283 1673 2492 5098 1967 2510 3831 7483 2944 3692 5696 10640 4170 5410 8091 14600 5835 7763 11260 24290 7981 10450 14920 31310

92.1 134 167 159 231 318 275 389 550 479 616 889 1759 730 925 1363 2580 1068 1336 2003 3651 1510 1955 2843 5012 2077 2769 3923 8153 2788 3668 5135 10450

3.89 4.06 4.16 4.72 4.89 5.04 5.59 5.73 5.93 6.50 6.57 6.78 7.25 7.34 7.45 7.66 8.13 8.17 8.28 8.54 9.00 9.00 9.17 9.43 9.89 9.83 10.1 10.3 11.0 10.8 11.0 11.2 11.9

2.43 2.51 2.53 2.93 3.02 3.06 3.45 3.52 3.58 3.97 3.98 4.05 4.26 4.47 4.52 4.57 4.77 4.92 4.98 5.07 5.27 5.42 5.51 5.59 5.79 5.87 6.00 6.08 6.39 6.36 6.50 6.58 6.90

52.0 72.8 89.9 75.8 106 144 112 155 216 173 220 312 566 236 294 426 748 317 389 570 967 407 515 736 1217 521 675 938 1799 654 836 1148 2159

18.4 26.8 33.5 26.5 38.5 52.9 39.3 55.6 78.5 59.8 76.9 111 212 81.1 103 151 277 107 134 200 354 137 178 258 444 173 231 327 657 214 282 395 780

58.4 83.1 104 84.2 120 165 124 174 245 191 245 354 675 258 325 482 884 347 430 643 1135 446 569 827 1420 571 745 1054 2117 715 920 1283 2524

28.4 41.1 51.3 40.6 58.8 80.9 59.9 84.8 120 91.2 117 170 325 123 156 231 425 163 204 306 543 209 270 394 678 264 351 498 1006 327 430 602 1192

0.0017 0.0026 0.0034 0.0043 0.0065 0.0094 0.0102 0.0151 0.0225 0.0238 0.0315 0.0480 0.108 0.0464 0.0603 0.0939 0.200 0.0846 0.108 0.171 0.347 0.146 0.194 0.296 0.574 0.240 0.329 0.488 1.15 0.383 0.517 0.755 1.73

2.33 5.28 9.33 2.59 6.04 13.9 3.43 8.10 20.2 6.43 12.1 31.3 161 8.31 14.9 42.2 201 12.5 21.0 59.7 258 15.5 28.6 77.0 313 22.1 42.1 104 626 30.1 54.2 127 720

12.2 16.7 20.4 14.6 19.9 26.7 18.1 24.7 33.7 23.8 30.4 42.6 76.2 28.7 35.5 51.2 88.9 34.6 42.3 61.3 103 40.4 50.5 71.5 117 47.4 60.3 83.2 157 54.1 68.2 93.0 172

HE 100 AA HE 100 A HE 100 B HE 120 AA HE 120 A HE 120 B HE 140 AA HE 140 A HE 140 B HE 160 AA HE 160 A HE 160 B HE 160 M HE 180 AA HE 180 A HE 180 B HE 180 M HE 200 AA HE 200 A HE 200 B HE 200 M HE 220 AA HE 220 A HE 220 B HE 220 M HE 240 AA HE 240 A HE 240 B HE 240 M HE 260 AA HE 260 A HE 260 B HE 260 M

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 9

Structural sections in accordance with European specifications

Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62r

b z

Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62

h

y

y d hw tw

European wide flange beamsin accordance with Euronorm 53-62Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Dsignation Bezeichnung Section G kg/m h mm b mm tw mm tf mm r mm A cm2

hw mm

d mm

HE 280 AA HE 280 A HE 280 B HE 280 M HE 300 AA HE 300 A HE 300 B HE 300 M HE 320 AA HE 320 A HE 320 B HE 320 M HE 340 AA HE 340 A HE 340 B HE 340 M HE 360 AA HE 360 A HE 360 B HE 360 M HE 400 AA HE 400 X 107 HE 400 A HE 400 B HE 400 M HE 450 AA HE 450 X 123 HE 450 A HE 450 B HE 450 M HE 500 AA HE 500 A HE 500 B HE 500 M

61.2 76.4 103 189 69.8 88.3 117 238 74.2 97.6 127 245 78.9 105 134 248 83.7 112 142 250 92.4 107 125 155 256 99.7 124 140 171 263 107 155 187 270

264 270 280 310 283 290 300 340 301 310 320 359 320 330 340 377 339 350 360 395 378 384 390 400 432 425 435 440 450 478 472 490 500 524

280 280 280 288 300 300 300 310 300 300 300 309 300 300 300 309 300 300 300 308 300 297 300 300 307 300 300 300 300 307 300 300 300 306

7.0 8.0 10.5 18.5 7.5 8.5 11.0 21.0 8.0 9.0 11.5 21.0 8.5 9.5 12.0 21.0 9.0 10.0 12.5 21.0 9.5 10.0 11.0 13.5 21.0 10.0 10.2 11.5 14.0 21.0 10.5 12.0 14.5 21.0

10.0 13.0 18.0 33.0 10.5 14.0 19.0 39.0 11.0 15.5 20.5 40.0 11.5 16.5 21.5 40.0 12.0 17.5 22.5 40.0 13.0 16.0 19.0 24.0 40.0 13.5 18.5 21.0 26.0 40.0 14.0 23.0 28.0 40.0

24 24 24 24 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27

78.0 97.3 131 240 88.9 113 149 303 94.6 124 161 312 101 133 171 316 107 143 181 319 118 136 159 198 326 127 158 178 218 335 137 198 239 344

244 244 244 244 262 262 262 262 279 279 279 279 297 297 297 297 315 315 315 315 352 352 352 352 352 398 398 398 398 398 444 444 444 444

196 196 196 196 208 208 208 208 225 225 225 225 243 243 243 243 261 261 261 261 298 298 298 298 298 344 344 344 344 344 390 390 390 390

Non Standard Section Size. Please refer to account manager for availability of rollings.

10 Corus Construction & Industrial

Structural sections in accordance with European specifications

Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62r

b z

Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62

h

y

y d hw tw

European wide flange beamsin accordance with Euronorm 53-62Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Dsignation Iy cm4

Iz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

Wplz cm3

I dm6

IT cm4

G kg/m

Bezeichnung Section

10560 13670 19270 39550 13800 18260 25170 59200 16450 22930 30820 68130 19550 27690 36660 76370 23040 33090 43190 84870 31250 37640 45070 57680 104100 41890 55860 63720 79890 131500 54640 86970 107200 161900

3664 4763 6595 13160 4734 6310 8563 19400 4959 6985 9239 19710 5185 7436 9690 19710 5410 7887 10140 19520 5861 6998 8564 10820 19340 6088 8338 9465 11720 19340 6314 10370 12620 19150

11.6 11.9 12.1 12.8 12.5 12.7 13.0 14.0 13.2 13.6 13.8 14.8 13.9 14.4 14.6 15.6 14.7 15.2 15.5 16.3 16.3 16.6 16.8 17.1 17.9 18.2 18.8 18.9 19.1 19.8 20.0 21.0 21.2 21.7

6.85 7.00 7.09 7.40 7.30 7.49 7.58 8.00 7.24 7.49 7.57 7.95 7.18 7.46 7.53 7.90 7.12 7.43 7.49 7.83 7.06 7.16 7.34 7.40 7.70 6.92 7.27 7.29 7.33 7.59 6.79 7.24 7.27 7.46

800 1013 1376 2551 976 1260 1678 3482 1093 1479 1926 3796 1222 1678 2156 4052 1359 1891 2400 4297 1654 1960 2311 2884 4820 1971 2568 2896 3551 5501 2315 3550 4287 6180

262 340 471 914 316 421 571 1252 331 466 616 1276 346 496 646 1276 361 526 676 1268 391 471 571 721 1260 406 556 631 781 1260 421 691 842 1252

874 1113 1535 2966 1066 1384 1870 4079 1197 1629 2150 4436 1342 1851 2409 4718 1496 2089 2684 4990 1825 2166 2563 3233 5571 2184 2837 3217 3983 6332 2577 3950 4815 7095

399 518 717 1396 481 640 869 1912 505 709 938 1950 528 755 985 1952 552 801 1032 1942 599 721 872 1103 1933 624 849 965 1197 1938 648 1058 1291 1931

0.591 0.786 1.13 2.52 0.879 1.20 1.69 4.39 1.04 1.51 2.07 5.01 1.23 1.83 2.46 5.60 1.45 2.18 2.89 6.15 1.95 2.37 2.95 3.82 7.43 2.58 3.62 4.15 5.27 9.28 3.31 5.65 7.03 11.2

35.5 63.5 146 807 47.8 87.8 189 1411 53.6 112 230 1506 60.0 131 263 1512 67.1 153 298 1513 81.3 126 193 361 1520 91.4 178 250 448 1534 103 318 548 1544

61.2 76.4 103 189 69.8 88.3 117 238 74.2 97.6 127 245 78.9 105 134 248 83.7 112 142 250 92.4 107 125 155 256 99.7 124 140 171 263 107 155 187 270

HE 280 AA HE 280 A HE 280 B HE 280 M HE 300 AA HE 300 A HE 300 B HE 300 M HE 320 AA HE 320 A HE 320 B HE 320 M HE 340 AA HE 340 A HE 340 B HE 340 M HE 360 AA HE 360 A HE 360 B HE 360 M HE 400 AA HE 400 X 107 HE 400 A HE 400 B HE 400 M HE 450 AA HE 450 X 123 HE 450 A HE 450 B HE 450 M HE 500 AA HE 500 A HE 500 B HE 500 M

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 11

Structural sections in accordance with European specifications

Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62r

b z

Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62

h

y

y d hw tw

European wide flange beamsin accordance with Euronorm 53-62Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Dsignation Bezeichnung Section G kg/m h mm b mm tw mm tf mm r mm A cm2

hw mm

d mm

HE 550 AA HE 550 A HE 550 B HE 550 M HE 600 AA HE 600 x 137 HE 600 x 151 HE 600 x 174 HE 600 A HE 600 B HE 600 M HE 650 AA HE 650 A HE 650 B HE 650 M HE 700 AA HE 700 X 166 HE 700 A HE 700 B HE 700 M HE 800 AA HE 800 A HE 800 B HE 800 M HE 900 AA HE 900 A HE 900 B HE 900 M HE 1000 AA HE 1000 A HE 1000 B HE 1000 M

120 166 199 278 129 137 151 175 178 212 285 138 190 225 293 150 166 204 241 301 172 224 262 317 198 252 291 333 222 272 314 349

522 540 550 572 571 575 582 588 590 600 620 620 640 650 668 670 678 690 700 716 770 790 800 814 870 890 900 910 970 990 1000 1008

300 300 300 306 300 300 300 300 300 300 305 300 300 300 305 300 300 300 300 304 300 300 300 303 300 300 300 302 300 300 300 302

11.5 12.5 15.0 21.0 12.0 11.8 11.6 13.6 13.0 15.5 21.0 12.5 13.5 16.0 21.0 13.0 12.5 14.5 17.0 21.0 14.0 15.0 17.5 21.0 15.0 16.0 18.5 21.0 16.0 16.5 19.0 21.0

15.0 24.0 29.0 40.0 15.5 17.5 20.6 23.9 25.0 30.0 40.0 16.0 26.0 31.0 40.0 17.0 21.0 27.0 32.0 40.0 18.0 28.0 33.0 40.0 20.0 30.0 35.0 40.0 21.0 31.0 36.0 40.0

27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 30 30 30 30 30 30 30 30 30 30 30 30

153 212 254 354 164 175 193 223 226 270 364 176 242 286 374 191 212 260 306 383 218 286 334 404 252 321 371 424 282 347 400 444

492 492 492 492 540 540 540 540 540 540 540 588 588 588 588 636 636 636 636 636 734 734 734 734 830 830 830 830 928 928 928 928

438 438 438 438 486 486 486 486 486 486 486 534 534 534 534 582 582 582 582 582 674 674 674 674 770 770 770 770 868 868 868 868

Non Standard Section Size. Please refer to account manager for availability of rollings.

12 Corus Construction & Industrial

Structural sections in accordance with European specifications

Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62r

b z

Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62

h

y

y d hw tw

European wide flange beamsin accordance with Euronorm 53-62Notation page 2 Bezeichnungen Seite 2

tf z

Explanation page 2

Dsignation Iy cm4

Iz cm4

iy cm

iz cm

Wy cm3

Wz cm3

Wply cm3

Wplz cm3

I dm6

IT cm4

G kg/m

Bezeichnung Section

72870 111900 136700 198000 91870 101500 117100 136400 141200 171000 237400 113900 175200 210600 281700 142700 168900 215300 256900 329300 208900 303400 359100 442600 301100 422100 494100 570400 406500 553800 644700 722300

6767 10820 13080 19160 6993 7893 9287 10780 11270 13530 18980 7221 11720 13980 18980 7673 9471 12180 14440 18800 8134 12640 14900 18630 9041 13550 15820 18450 9501 14000 16280 18460

21.8 23.0 23.2 23.6 23.7 24.1 24.7 24.7 25.0 25.2 25.6 25.5 26.9 27.1 27.5 27.3 28.2 28.8 29.0 29.3 30.9 32.6 32.8 33.1 34.6 36.3 36.5 36.7 38.0 40.0 40.1 40.3

6.65 7.15 7.17 7.35 6.53 6.72 6.94 6.95 7.05 7.08 7.22 6.41 6.97 6.99 7.13 6.34 6.69 6.84 6.87 7.01 6.10 6.65 6.68 6.79 5.99 6.50 6.53 6.60 5.80 6.35 6.38 6.45

2792 4146 4971 6923 3218 3529 4024 4639 4787 5701 7660 3676 5474 6480 8433 4260 4982 6241 7340 9198 5426 7682 8977 10870 6923 9485 10980 12540 8380 11190 12890 14330

451 721 872 1252 466 526 619 719 751 902 1244 481 782 932 1245 512 631 812 963 1237 542 843 994 1230 603 903 1054 1222 633 934 1085 1222

3128 4623 5591 7934 3624 3953 4484 5203 5351 6426 8773 4161 6137 7321 9658 4841 5599 7033 8328 10540 6226 8701 10230 12490 8000 10810 12590 14440 9778 12830 14860 16570

698 1106 1340 1936 724 813 952 1108 1155 1390 1930 750 1204 1441 1935 799 977 1256 1494 1928 855 1311 1552 1929 957 1413 1657 1928 1015 1469 1715 1939

4.35 7.20 8.87 13.6 5.40 6.13 7.32 8.57 9.00 11.0 16.0 6.59 11.0 13.4 18.7 8.18 10.2 13.4 16.1 21.5 11.5 18.3 21.9 27.9 16.3 25.0 29.6 34.9 21.4 32.2 37.8 43.2

127 360 610 1559 142 177 247 374 407 677 1570 158 458 749 1584 186 274 522 839 1595 243 609 959 1657 322 749 1150 1683 387 835 1267 1713

120 166 199 278 129 137 151 175 178 212 285 138 190 225 293 150 166 204 241 301 172 224 262 317 198 252 291 333 222 272 314 349

HE 550 AA HE 550 A HE 550 B HE 550 M HE 600 AA HE 600 x 137 HE 600 x 151 HE 600 x 174 HE 600 A HE 600 B HE 600 M HE 650 AA HE 650 A HE 650 B HE 650 M HE 700 AA HE 700 X 166 HE 700 A HE 700 B HE 700 M HE 800 AA HE 800 A HE 800 B HE 800 M HE 900 AA HE 900 A HE 900 B HE 900 M HE 1000 AA HE 1000 A HE 1000 B HE 1000 M

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 13

Structural sections in accordance with European specificationsr2

Cornires ailes galesconformes BS EN 10056 1: 1999

t

Gleichschenkliger winkelstahlgem BS EN 10056 1: 1999

h r1

t

r2

Equal anglesaccording to BS EN 10056 1: 1999Notation page 2 Bezeichnungen Seite 2

b

Explanation page 2

Dsignation Bezeichnung Section h mm b mm t mm G kg/m A cm2

r1 mm

r2 mm

zs cm

ys cm

L 90 x 90 x 6 L 90 x 90 x 8 L 90 x 90 x 10 L 90 x 90 x 12 L 100 x 100 x 8 L 100 x 100 x 10 L 100 x 100 x 12 L 100 x 100 x 15 L 120 x 120 x 8 L 120 x 120 x 10 L 120 x 120 x 12 L 120 x 120 x 15 L 150 x 150 x 10 L 150 x 150 x 12 L 150 x 150 x 15 L 150 x 150 x 18 L 200 x 200 x 16 L 200 x 200 x 18 L 200 x 200 x 20 L 200 x 200 x 24

90 90 90 90 100 100 100 100 120 120 120 120 150 150 150 150 200 200 200 200

90 90 90 90 100 100 100 100 120 120 120 120 150 150 150 150 200 200 200 200

6 8 10 12 8 10 12 15 8 10 12 15 10 12 15 18 16 18 20 24

8.3 10.9 13.4 15.9 12.2 15.0 17.8 21.9 14.7 18.2 21.6 26.6 23.0 27.3 33.8 40.1 48.5 54.2 59.9 71.1

10.6 13.9 17.1 20.3 15.5 19.2 22.7 27.9 18.7 23.2 27.5 33.9 29.3 34.8 43.0 51.0 61.8 69.1 76.3 90.6

11 11 11 11 12 12 12 12 13 13 13 13 16 16 16 16 18 18 18 18

5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.5 6.5 6.5 6.5 8.0 8.0 8.0 8.0 9.0 9.0 9.0 9.0

2.41 2.50 2.58 2.66 2.74 2.82 2.90 3.02 3.23 3.31 3.40 3.51 4.03 4.12 4.25 4.37 5.52 5.60 5.68 5.84

2.41 2.50 2.58 2.66 2.74 2.82 2.90 3.02 3.23 3.31 3.40 3.51 4.03 4.12 4.25 4.37 5.52 5.60 5.68 5.84

Non Standard Section Size. Please refer to account manager for availability of rollings.

14 Corus Construction & Industrial

Structural sections in accordance with European specifications

Cornires ailes galesconformes BS EN 10056 1: 1999

v u

Gleichschenkliger winkelstahlgem BS EN 10056 1: 1999

y zs ys u z v 45

Equal anglesaccording to BS EN 10056 1: 1999Notation page 2 Bezeichnungen Seite 2

Explanation page 2

Dsignation ly cm4

lz cm4

lu cm4

lv cm4

lyz cm4

iy cm

iz cm

iu cm

iv cm

Wy cm3

Wz cm3

Bezeichnung Section

80.4 104 127 148 145 177 207 249 256 313 368 445 624 737 898 1050 2342 2600 2851 3331

80.4 104 127 148 145 177 207 249 256 313 368 445 624 737 898 1050 2342 2600 2851 3331

127 166 201 235 230 280 328 395 411 497 584 710 990 1170 1430 1680 3720 4150 4530 5280

33.3 43.1 52.6 62.0 59.9 73.0 85.7 105 107 129 152 186 258 303 370 440 960 1050 1170 1380

-46.9 -61.5 -74.2 -86.5 -85.1 -104 -121 -145 -152 -184 -216 -262 -366 -434 -530 -620 -1380 -1550 -1680 -1950

2.76 2.74 2.72 2.70 3.06 3.04 3.02 2.98 3.69 3.67 3.65 3.62 4.62 4.60 4.57 4.54 6.16 6.13 6.11 6.06

2.76 2.74 2.72 2.70 3.06 3.04 3.02 2.98 3.69 3.67 3.65 3.62 4.62 4.60 4.57 4.54 6.16 6.13 6.11 6.06

3.47 3.45 3.42 3.40 3.85 3.83 3.80 3.76 4.67 4.63 4.60 4.57 5.82 5.80 5.76 5.73 7.76 7.75 7.70 7.64

1.78 1.76 1.75 1.75 1.96 1.95 1.94 1.94 2.38 2.36 2.35 2.34 2.97 2.95 2.93 2.92 3.94 3.90 3.92 3.90

12.2 16.1 19.8 23.4 20.0 24.6 29.1 35.6 29.1 36.0 42.7 52.4 56.9 67.8 83.5 98.8 162 181 199 235

12.2 16.1 19.8 23.4 20.0 24.6 29.1 35.6 29.1 36.0 42.7 52.4 56.9 67.8 83.5 98.8 162 181 199 235

L 90 x 90 x 6 L 90 x 90 x 8 L 90 x 90 x 10 L 90 x 90 x 12 L 100 x 100 x 8 L 100 x 100 x 10 L 100 x 100 x 12 L 100 x 100 x 15 L 120 x 120 x 8 L 120 x 120 x 10 L 120 x 120 x 12 L 120 x 120 x 15 L 150 x 150 x 10 L 150 x 150 x 12 L 150 x 150 x 15 L 150 x 150 x 18 L 200 x 200 x 16 L 200 x 200 x 18 L 200 x 200 x 20 L 200 x 200 x 24

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 15

Structural sections in accordance with European specifications

r2

Cornires ailes ingalesconformes BS EN 10056 1: 1999h

t

Ungleichschenkliger winkelstahlgem BS EN 10056 1: 1999

r1

t

r2

Unequal anglesaccording to BS EN 10056 1: 1999Notation page 2 Bezeichnungen Seite 2

b

Explanation page 2

Dsignation Bezeichnung Section h mm b mm t mm G kg/m A cm2

r1 mm

r2 mm

zs cm

ys cm

L 100 x 65 x 7 L 100 x 65 x 8 L 100 x 65 x 10 L 100 x 75 x 8 L 100 x 75 x 10 L 100 x 75 x 12 L 120 x 80 x 8 L 120 x 80 x 10 L 120 x 80 x 12 L 125 x 75 x 8 L 125 x 75 x 10 L 125 x 75 x 12 L 150 x 75 x 10 L 150 x 75 x 12 L 150 x 75 x 15 L 150 x 90 x 10 L 150 x 90 x 12 L 150 x 90 x 15 L 150 x 100 x 10 L 150 x 100 x 12 L 150 x 100 x 14 L 200 x 100 x 10 L 200 x 100 x 12 L 200 x 100 x 15 L 200 x 150 x 12 L 200 x 150 x 15 L 200 x 150 x 18

100 100 100 100 100 100 120 120 120 125 125 125 150 150 150 150 150 150 150 150 150 200 200 200 200 200 200

65 65 65 75 75 75 80 80 80 75 75 75 75 75 75 90 90 90 100 100 100 100 100 100 150 150 150

7 8 10 8 10 12 8 10 12 8 10 12 10 12 15 10 12 15 10 12 14 10 12 15 12 15 18

8.77 9.94 12.3 10.6 13.0 15.4 12.2 15.0 17.8 12.2 15.0 17.8 17.0 20.2 24.8 18.2 21.6 26.6 19.0 22.5 26.1 23.0 27.3 33.7 32.0 39.6 47.1

11.2 12.7 15.6 13.5 16.6 19.7 15.5 19.1 22.7 15.5 19.1 22.7 21.7 25.7 31.7 23.2 27.5 33.9 24.2 28.7 33.2 29.2 34.8 43.0 40.8 50.5 60.0

10 10 10 10 10 10 11 11 11 11 11 11 12 12 12 12 12 12 12 12 12 15 15 15 15 15 15

5.0 5.0 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5 5.5 5.5 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 7.5 7.5 7.5 7.5 7.5 7.5

3.23 3.27 3.36 3.10 3.19 3.27 3.83 3.92 4.00 4.14 4.23 4.31 5.31 5.40 5.52 5.00 5.08 5.21 4.81 4.90 4.98 6.93 7.03 7.16 6.08 6.21 6.33

1.51 1.55 1.63 1.87 1.95 2.03 1.87 1.95 2.03 1.68 1.76 1.84 1.61 1.69 1.81 2.04 2.12 2.23 2.34 2.42 2.50 2.01 2.10 2.22 3.61 3.73 3.85

Non Standard Section Size. Please refer to account manager for availability of rollings.

16 Corus Construction & Industrial

Structural sections in accordance with European specificationsv

Cornires ailes ingalesconformes BS EN 10056 1: 1999

Ungleichschenkliger winkelstahlgem BS EN 10056 1: 1999

u y u zs ys

Unequal anglesaccording to BS EN 10056 1: 1999Notation page 2 Bezeichnungen Seite 2

z

v

Explanation page 2

Dsignation ly cm4

lz cm4

lu cm4

lv cm4

lyz cm4

iy cm

iz cm

iu cm

iv cm

Wy cm3

Wz cm3

Bezeichnung Section

113 127 154 133 162 189 226 276 323 247 302 354 501 589 713 533 627 761 553 651 745 1219 1441 1759 1653 2023 2376

37.6 42.2 51.0 64.1 77.6 90.2 80.8 98.1 114 67.6 82.1 95.5 85.4 99.6 119 146 171 205 198 233 265 210 247 299 803 979 1146

128 144 175 162 197 230 260 317 370 274 334 391 531 623 753 591 694 841 637 749 856 1290 1530 1860 2030 2480 2920

22.0 24.8 30.1 34.6 42.2 49.5 46.6 56.8 66.7 40.9 49.9 58.5 55.1 64.7 78.6 88.3 104 126 114 134 154 135 159 193 430 526 623

-36.9 -41.6 -51.1 -53.5 -64.7 -75.6 -79.1 -94.8 -108 -74.6 -89.9 -105 -116 -134 -159 -161 -187 -225 -194 -226 -253 -278 -338 -398 -679 -826 -972

3.17 3.16 3.14 3.14 3.12 3.10 3.82 3.80 3.77 4.00 3.97 3.95 4.81 4.78 4.75 4.80 4.78 4.74 4.78 4.76 4.74 6.46 6.43 6.40 6.36 6.33 6.29

1.83 1.83 1.81 2.18 2.16 2.14 2.28 2.26 2.24 2.09 2.07 2.05 1.99 1.97 1.94 2.51 2.49 2.46 2.87 2.85 2.82 2.68 2.67 2.64 4.44 4.40 4.37

3.39 3.37 3.35 3.47 3.45 3.42 4.10 4.07 4.04 4.21 4.18 4.15 4.95 4.92 4.88 5.05 5.02 4.98 5.13 5.11 5.08 6.65 6.63 6.59 7.04 7.00 6.97

1.40 1.40 1.39 1.60 1.59 1.59 1.73 1.72 1.71 1.63 1.61 1.61 1.60 1.59 1.58 1.95 1.94 1.93 2.17 2.16 2.15 2.15 2.14 2.12 3.25 3.23 3.22

16.6 18.9 23.2 19.3 23.8 28.1 27.6 34.1 40.4 29.6 36.5 43.2 51.7 61.3 75.2 53.3 63.3 77.7 54.2 64.4 74.3 93.3 111 137 119 147 174

7.53 8.54 10.5 11.4 14.0 16.5 13.2 16.2 19.1 11.6 14.3 16.9 14.5 17.1 21.0 21.0 24.8 30.4 25.9 30.7 35.3 26.3 31.3 38.4 70.5 86.9 103

L 100 x 65 x 7 L 100 x 65 x 8 L 100 x 65 x 10 L 100 x 75 x 8 L 100 x 75 x 10 L 100 x 75 x 12 L 120 x 80 x 8 L 120 x 80 x 10 L 120 x 80 x 12 L 125 x 75 x 8 L 125 x 75 x 10 L 125 x 75 x 12 L 150 x 75 x 10 L 150 x 75 x 12 L 150 x 75 x 15 L 150 x 90 x 10 L 150 x 90 x 12 L 150 x 90 x 15 L 150 x 100 x 10 L 150 x 100 x 12 L 150 x 100 x 14 L 200 x 100 x 10 L 200 x 100 x 12 L 200 x 100 x 15 L 200 x 150 x 12 L 200 x 150 x 15 L 200 x 150 x 18

Non Standard Section Size. Please refer to account manager for availability of rollings.

Corus Construction & Industrial 17

Structural sections in accordance with European specifications

Tolerances de laminage BS EN 10034:1993Cette norme europenne prcise les tolrances sur la forme, les cotes et la masse des profils en I normaliss et des profils pour poteaux en acier de construction. Ces tolrances ne sappliquent pas aux profils semelle effile. Hauteur du profil (h) Lcart par rapport la hauteur nominale du profil, mesure sur la ligne mdiane de lepaisseur de lme, doit tre compris dans les tolrances donnes dans le tableau 1 (a). Tableau 1 (a). Tolrances sur la hauteur et la section transversale.Hauteur du profil h mm Jusqua 180 compris Plus de 180 et jusqu 400 compris Plus de 400 et jusqu 700 compris Plus de 700 Tolrance mm + 3,0 - 2,0 + 4,0 - 2,0 + 5,0 - 3,0 5,0

Epaisseur de lme (s) Lcart par rapport lpaisseur nominale de lme, mesure au point mdian de la dimension (h), doit tre compris dans les tolrances donnes dans le tableau 1 (c). Tableau 1 (c). Tolrances sur lpaisseur de lme.Epaisseur de lme s mm Moins de 7 De 7 jusqu 10 non compris De 10 jusqu 20 non compris De 20 jusqu 40 non compris De 40 jusqu 60 non compris 60 et plus Tolrance mm

0,7 1,0 1,5 2,0 2,5 3,0

Epaisseur de la semelle (t) Lcart par rapport lpaisseur nominale de la semelle, mesure au point situ un quart de la largeur de la semelle, doit tre compris dans les tolrances donnes dans le tableau 1 (d). Tableau 1 (d). Tolrances sur lpaisseur de la semelle.Epaisseur de la semelle t mm Tolrance mm

Largeur de la semelle (b) Lcart par rapport la largeur nominale de la semelle doit tre compris dans les tolrances donnes dans le tableau 1 (b). Tableau 1 (b). Tolrances sur la largeur de la semelle.Largeur de la semelle b mm Jusqua 110 compris Plus de 110 et jusqu 210 compris Plus de 210 et jusqu 325 compris Plus de 325 Tolrance mm + 4,0 - 1,0 + 4,0 - 2,0

Moins de 6,5 De 6,5 jusqu 10 non compris De 10 jusqu 20 non compris De 20 jusqu 30 non compris De 30 jusqu 40 non compris De 40 jusqu 60 non compris 60 et plus

+1,5- 0,5

+ 2,0- 1,0

+ 2,5- 1,5

+ 2,5- 2,0

2,5 3,0 4,0

4,0 + 6,0- 6,0

s y t*

h

x

x

b/4

y b

18 Corus Construction & Industrial

Structural sections in accordance with European specifications

Variation sur querrage (k + k) La variation sur lquerrage du profil ne doit pas excder le maximum donn dans le tableau 2 (a). Tableau 2 (a). Tolrances sur querrage des profils en I et des profils pour poteaux.Largeur de la semelle b mm Jusqua 110 compris Plus de 110 Hors dquerre des semelles k + k mm 1,5 2% de b (maximum 6,5mm)

Variation sur rectitude (qxx ou qyy) Le cambrage doit tre conforme aux valeurs donnes dans le tableau 3. Tableau 3. Tolrances de cambrage des profils en I et des profils pour poteaux.Hauteur de la section h mm Plus de 80 et jusqu 180 compris Plus de 180 et jusqu 360 compris Plus de 360 Tolrance qxx et qyy sur longueur L mm 0,30 L 0,15 L 0,1 Lqxx

k1

k1

h

h

qyy k b k b

Dcentrage de lme (e) Lpaisseur au centre de lme ne doit pas scarter de la position de la largeur mdiane de la semelle de plus de la distance (e) donne dans le tableau 2(b).

Tolrance sur la masse Lcart par rapport la masse nominale dun lot ou dune pice individuelle ne doit pas excder 4%. Lcart de masse est la diffrence entre la masse relle

Tableau 2 (b). Tolrances de dcentrage de lme des profis en I et des profils pour poteaux.Largeur de la semelle b mm t < 40 Jusqu 110mm inclus Plus de 110 et jusqu 325 compris Plus de 325 t 40 Plus de 110 et jusqu 325 compris Plus de 325 Dcentrage de lme o e = b1-b2 2 mm 2,5 3,5

du lot ou de la pice et la masse calcule. La masse calcule devra tre dtermine en utilisant la densit de 7850 kg/m . Tolrance sur la longueur Les profils doivent tre coups aux longueurs commandes dans les tolrances de, soit: a) 50 mm3

5,0 5,0 8,0

soit b) -0 + 100 mm si des longueurs minimales sont demandes. L reprsente la longueur utilisable du profil la plus longue en supposant que les extrmits du profil ont

b1

b2

t coupes dquerre.L

b

Lm

ax

.

Corus Construction & Industrial 19

Structural sections in accordance with European specificationsDeviation k k Deviation

Tolrances de laminage BS EN 10056-2:1993Cette norme europenne prcise les tolrances sur la forme, les cotes et la masse des cornires ailes gales ou ingales en acier de construction lamin chaud. Tolrances sur les formes et les dimnsions longueur daile (a ou b) Lcart par rapport la longueur nominale de laile doit tre compris dans les tolrances donnes dans le tableau 1(a). Dans le cas des cornires ailes ingales, la longueur de laile la plus longue (a) doit tre utilise pour dterminer la plage des tolrances.y

Variation sur querrage (k) La variation sur querrage du profil ne doit pas excder le maximum donn dans le tableau 1 (c). Dans le cas des cornires ailes ingales, la longueur de laile la plus longue (a) doit tre utilise pour dterminer la plage des tolrances. Tableau 1 (c). Tolrances sur querrageHors dquerre longueur daile mm Jusqu 100 compris Plus de 100 et jusqu 150 compris Plus de 150 et jusqu 200 compris Plus de 200 1,0 1,5 2,0 3.0 Tolrance mm

t a

Variation sur rectitude (q) Le cambrage ne doit pas excder les tolrances donnes dans le tableau 1x t

q

x

(d). Dans le cas des cornires ailes utilise pour dterminer la plage des tolrances.

L

ingales, la longueur de laile la plus longue (a) doit tre

b y

Tableau 1 (d). Tolrances sur cambrageTolrance Sur longueur totale Longueur daile a mm Jusqu 150 compris Jusqu 200 compris Plus de 200 Ecart q mm 0,4% L 0,2% L 0,2% L Sur une partie Longueur considre mm 1,500 2,000 3,000 Ecart q mm 6,0 3,0 3,0

Tableau 1 (a). Tolrances dimensionnelles.Longueur de laile a mm Jusqu 50 compris Plus de 50 et jusqu 100 compris Plus de 100 et jusqu 150 compris Plus de 150 et jusqu 200 compris Plus de 200 Tolerance mm

1,0 2,0 3,0 4.0

+ 6,0 -4,0

Epaisseur du profil (t) Lcart par rapport lpaisseur nominale doit tre compris dans les tolrances donnes dans le tableau 1(b). Tableau 1 (b). Tolrances dpaisseur.Epaisseur du profil t mm Jusqu 5 compris Plus de 5 et jusqu 10 compris Plus de 10 et jusqu 15 compris Plus de 15 Tolerance mm

Tolrance sur la masse Lcart par rapport la masse nominale dune pice individuelle ne doit pas excder: a) 6% de lpaisseur pour t 4 mm, ou b) 4% de lpaisseur pour t > 4 mm. Lcart par rapport la masse nominale est la diffrence entre la masse relle de la pice et la masse calcule. La masse calcule doit tre dtermine en utilisant la densit de 7850 kg/m . Tolrance sur la longueur La tolrance sur la longueur commande doit tre, soit: a) 50 mm soit b) 0 +100 mm si des longueurs minimales sont demandes.3

0,50 0,75 1,00 1.20

20 Corus Construction & Industrial

Structural sections in accordance with European specifications

Walztoleranzen BS EN 10034:1993In diesem Europischen Standard werden die Toleranzwerte der Formabmessungen und Masse von Baustahluniversaltrgern und sulen bestimmt. Diese Angaben beziehen sich nicht auf Flansch- profile mit Verjngung. Profilhhe (h) Die Abweichung vom Profilhhennominalwert, gemessen in der Mittellinie der Stegdicke, mu innerhalb der Toleranzspanne laut Tabelle 1 (a) liegen. Tabelle 1 (a) Toleranzwerte fr Hhe und Querprofil

Stegdicke Die Abweichung vom Stegdickennominalwert, gemessen am Mittelpunkt der Abmessung (h), mu innerhalb der Toleranzspanne laut Tabelle 1 (c) liegen. Tabelle 1 (c) Toleranzwerte fr StegdickeStegdicke s mm Unter 7 7 bis unter 10 10 bis unter 20 20 bis unter 40 40 bis unter 60 60 und mehr Toleranz mm

0.7 1.0 1.5 2.0 2.5 3.0

Flanschdicke (t)Profilhhe h mm Bis einschl. 180 ber 180 bis einschl. 400 ber 400 bis einschl. 700 ber 700 Toleranz mm + 3.0 -2.0 + 4.0 -2.0 + 5.0 -3.0

Die Abweichung vom Flanschdickennominalwert, gemessen am Viertelpunkt der Flanschbreite, mu innerhalb der Toleranzspanne laut Tabelle 1 (d) liegen. Tabelle 1 (d) Toleranzwerte fr FlanschdickeFlanschdicke t mm Unter 6.5 Toleranz mm

5.0

+ + + +

Flanschbreite (b) Die Abweichung vom Flanschbreitennominalwert mu innerhalb der Toleranzspanne laut Tabelle 1 (b) liegen. Tabelle 1 (b) Toleranzwerte fr FlanschbreiteFlanschbreite b mm Bis einschl. 110 ber 110 bis einschl. 210 ber 210 bis einschl. 325 ber 325 Toleranz mm + 4.0 -1.0 + 4.0 -2.0 6.5 bis unter 10 10 bis unter 20 20 bis unter 30 30 bis unter 40 40 bis unter 60 60 und mehr

1.5 - 0.5 2.0 - 1.0 2.5 - 1.5 2.5 - 2.0

2.5 3.0 4.0

4.0+ 6.0 -5.0

s y t*

h

x

x

b/4

y b

Corus Construction & Industrial 21

Structural sections in accordance with European specifications

Unrechtwinligkeit (k + k) Die Unrechtwinkligkeit des Profils darf den Maximalwert laut Tabelle 2 (a) nicht berschreiten. Tabelle 2 (a) Unrechtwinkligkeitstoleranzwerte fr Univeraltrger und Sulen.Flanschbreite b mm Bis einschl. 110 ber 110 Unrechtwinkligkeit der Flanschen k + k mm 1.5 2% von b (maximum 6.5mm)

Geradheit (qxx oder qyy) Die Geradheit mu mit den Anforderungen laut Tabelle 3 berschreiten. Tabelle 3 Geradheitstoleranzwerte von Universaltrgern und Sulen.Profilhhe h mm ber 80 bis einschl. 180 ber 180 bis einschl. 360 ber 360 Toleranz q xx und q yy auf Lnge L % 0.30 L 0.15 L 0.1 L

qxx k1 k1

h

h

qyy k b k b

Steg auermittig Die Dicke in der Mitte des Steges darf von der Mittenposition auf der Breite des Flansches nicht mehr als von dem in Tabelle 2 (b) angegebenen Abstand abweichen. Tabelle 2 (b) Toleranzwerte fr Steg auermittig vonFlanschbreite b Steg auermittig bei e = b1-b2 2 mm 2.5 3.5 5.0 5.0 8.0

Massentoleranzwert Die Abweichung vom Massennominalwert eines Postens oder Stckes darf + 4.0% nicht berschreiten. Die Massenabweichung ist der Unterschied zwischen der tatschlichen Masse des Postens oder Stckes und der berechneten Masse. Zur Festlegung der berechneten Masse soll eine Dichte von 7850kg/m angenommen werden. Lngentoleranzwert Die Profile sollen auf die bestellten Lngen geschnitten werden, mit einer Toleranz von a) 50 mm oder b) -0 + 100mm wenn Minimallngen verlangt werden. L bezeichnet die lngste verwendbare Profillnge unterb1 b2

mm t < 40 Bis einschl. 110 ber 110 bis einschl. 325 ber 325 t 40 ber 110 bis einschl. 325 ber 325

der Annahme da die Profilenden quadratisch zugeschnitten wurden.

L

b

Lm

ax

.

22 Corus Construction & Industrial

Structural sections in accordance with European specifications

Deviation

Walztoleranzen BS EN 10056-2:1993In diesem Europischen Standard werden die zulssigen Abweichungen in den Formabmessungen und der Masse von warmgewalzten gleich- und ungleichschenkligen Baustahlwinkelprofilen bestimmt. Zulssige Abweichungen in Form und Abmessungen Schenkellnge (a oder b) Die Abweichung von Schenkellngennominalwert mu innerhalb der Toleranzspanne laut Tabelle 1 (a) liegen. Fr ungleichschenklige Winkel mu die lngere Schenkellnge (a) zur Festlegung des Toleranzbereiches genommen werden.y

Unrechtwinkligkeit (k) Die Unrechtwinkligkeit des Profils darf den Maximalwert laut Tabelle 1(c) nicht berschreiten. Fr ungleichschenklige Winkel mu die lngere Schenkellnge (a) zur Festlegung des Toleranzbereiches genommen werden. Tabelle 1 (c) RechtwinkligkeitstoleranzwerteUnrechtwinkligkeit Schenkellnge mm Bis einschlielich 100 ber 100 bis einschlielich 150 ber 150 bis einschlielich 200 ber 200 Toleranz mm 1.0 1.5 2.0 3.0

k

k

Deviation

Geradheit (q)t a

Die Abweichung von der Geradheit darf die Toleranzwerte laut Tabelle 1 (d) nicht berschreiten. Fr ungleichschenklige Winkel mu diex t q

x

lngere Schenkellnge (a) zur Festlegung des Toleranzbereiches genommen werden.L

b y

Tabelle 1 (d) GeradheitstoleranzwerteToleranz ber gesamte Barrenlnge Schenkellnge a mm bes einschl.150 bes einschl. 200 ber 200 Abweichung q mm 0.4% L 0.2% L 0.1% L ber Teillnge des Barrens Angnommene Lnge mm 1,500 2,000 3,000 Abweichung q mm 6.0 3.0 3.0

Tabelle 1 (a) AbmessungstoleranzwerteSchenkellnge a mm Bis einschlielich 50 ber 50 bis einschlielich 100 ber 100 bis einschlielich 150 ber 150 bis einschlielich 200 ber 200 Toleranz mm

1.0 2.0 3.0 4.0 + 6.0 - 4.0

Massentoleranzwerte Die Abweichung vom Massennominalwert jedes Profildicke (t) Die Abweichung vom Dickennominalwert mu innerhalb der Toleranzspanne laut Tabelle 1 (b) liegen. Tabelle 1 (b) DickentoleranzwerteProfildicke t mm Bis einschlielich 5 ber 5 bis einschlielich 10 ber 10 bis einschlielich 15 ber 15 Toleranz mm

Einzelstckes darf folgende Werte nicht berschreiten: a) 6% fr Dicke fr t < 4 mm/oder b) 4% fr Dicken fr t > 4 mm. Die Abweichung vom Massennominalwert ist der Unterschied zwischen der tatschlichen Masse des Stckes und der berechneten Masse. Zur Festlegung der berechneten Masse soll eine Dichte von 7850kg/m angenommen werden. Lngentoleranzwerte Der Toleranzwert fr die bestellte Lnge betrgt entweder a) 50 mm oder b) +100 mm wenn Minimallngen bentigt werden. -0

0.50 0.75 1.00 1.20

Corus Construction & Industrial 23

Structural sections in accordance with European specifications

Rolling tolerances BS EN 10034: 1993The 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) 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). Table 1 (a) Tolerance on height and cross-sectionSection height h mm Up to and including 180 Greater than 180 up to and including 400 Greater than 400 up to and including 700 Greater than 700 Tolerance mm +3.0 -2.0 +4.0 -2.0 +5.0 -3.0 5.0

Web thickness (s) 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 (c) Tolerances on web thicknessWeb thickness s mm Tolerance mm

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

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

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

Flange thickness t mm Less than 6.5 6.5 up to but excluding 10 10 up to but excluding 20

Tolerance mm +1.5 -0.5 +2.0 -1.0 +2.5 -1.5 +2.5 -2.0 2.5 3.0 4.0

Flange width b mm Up to and including 110 Greater than 110 up to and including 210 Greater than 210 up to and including 325 Greater than 325

Tolerance mm +4.0 -1.0 +4.0 -2.0 4.0 +6.0 -5.0 20 up to but excluding 30 30 up to but excluding 40 40 up to but excluding 60 60 and over

s y t*

h

x

x

b/4

y b

24 Corus Construction & Industrial

Structural sections in accordance with European specifications

Out-of-squareness (k + k) The out-of-squareness of the section shall not exceed the maximum given in Table 2(a). Table 2 (a) Tolerance on out-of-squareness of universal beams and columnsFlange width b Out-of-squareness of flanges k + k mm Up to and including 110 Greater than 110 mm 1.5 2% of b (maximum 6.5mm)

Straightness (qxx or qyy) The straightness shall comply with the requirements given in Table 3. Table 3 Tolerance on straightness of universal beams and columnsSection height h mm % Greater than 80 up to and including 180 Greater than 180 up to and including 360 Greater than 360 0.30 L 0.15 L 0.1 L Tolerance qxx and qyy on length L

k1

k1

qxx

h

h

k b

k b

qyy

Web off-centre (e) 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).

Tolerance on mass 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

Table 2 (b) Tolerance on web off-centre of universal beams and columnsFlange width b Web off-centre where e = b1 b2 2 mm 2.5 3.5 5.0 5.0 8.0

mass of the batch or piece and the calculated mass. The calculated mass shall be determined using a density of 7850kg/m3. 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. L represents the longest useable length of the section assuming that the ends of the section have been cut square.

mm t < 40 Up to and including 110 Greater than 110 up to and including 325 Greater than 325 t 40 Greater than 110 up to and including 325 Greater than 325

b1

b2L

b

Lm

ax

.

Corus Construction & Industrial 25

Structural sections in accordance with European specifications

Deviation

Rolling tolerances BS EN 10056-2:1993The 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.y

Out-of-square (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. Table 1 (c) Squareness tolerancesOut of square leg length 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

k

k

Deviation

Tolerance mm 1.0 1.5 2.0 3.0

t a

Straightness (q) The deviation from straightnessx t

x

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. Table 1 (d) Straightness tolerancesTolerance mm Tolerance Over full bar length 1.0 2.0 3.0 4.0 Leg length a mm Deviation q mm 0.4% L 0.2% L 0.1% L Length considered mm 1,500 2,000 3,000 Deviation q mm 6.0 3.0 3.0 Over any part bar lengthL q

b y

Table 1 (a) Dimensional tolerancesLeg length a 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

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

+ 6.0 - 4.0

Section thickness (t) The deviation from nominal on thickness shall be within the tolerances given in Table 1(b). Table 1 (b) Thickness tolerancesSection thickness t 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 Tolerance mm

Tolerance on mass 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/m 3.0.75 1.0 1.20

0.50

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

26 Corus Construction & Industrial

Structural sections in accordance with European specifications

Offices and agents for Corus Exports Italy Europe North AmericaBelgiumCorus International Benelux (as Netherlands)

CyprusGevo Limited 9 Meletiou Metaxaki PO BOX 21307 Nicosia Cyprus Tel: (00) 35 7 22343045 Fax: (00) 35 7 22343065

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Corus Construction & Industrial 27

Structural sections in accordance with European specifications

Far EastIndonesiaCorus Asia Limited Indonesia Representative Office World Trade Centre, 11th Floor, 29/31 Jalan Jendral Sudirman Jakarta 12920, Indonesia Tel: (00) 62 21 521 1365 Fax: (00) 62 21 521 1334

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MalaysiaCorus Metals (M) Sdn Bhd Unit 527, 5th Floor, Block A, Damansara Intan, No.1 Jalan SS20/27, 47400 Petaling Jaya Selangor Darul Ehsan, Malaysia Tel: (00) 603 7726 9226 Fax: (00) 603 7726 9227

Other CountriesAustraliaCorus International Australia Factory 4 80/82 Hallam South Road Hallam, Victoria 03803 Australia Tel: (00) 61 3 8795 7833 Fax: (00) 61 3 8795 7844

New ZealandCorus International New Zealand 7 Bruce Roderick Drive East Tamaki 1701, PO Box 58-880 Greenmount 1730 Auckland, New Zealand Tel: (00) 64 (0) 927 11780 Fax: (00) 64 (0) 927 11970

PhilippinesCorus Asia Limited Philippines Representative Office Unit 601B, 6/F King Center Building, #57 Sgt. Rivera Street, Quezon City, Philippines Tel: (00) 632 363 6593 Fax: (00) 632 363 6530

RussiaCorus International Trading 5/2 Office N 320 Naryhkinskya Alley Moscow, Russia Tel: (00) 7 0951 395 633

BrazilCorus International Americas Rua Farani, 26 s. 246 22231-020 Rio de Janeiro RJ Brazil Tel: (00) 55 (21) 2246 8228 Fax: (00) 55 (21) 2246 1740

SingaporeCorus South East Asia Pte Ltd 24 Raffles Place #29-05 Clifford Centre Singapore 048621, Singapore Tel: (00) 65 6297 6678 Fax: (00) 65 6297 6682

Saudi ArabiaCorus Middle East c/o Yusuf bin Ahmed Kanoo PO Box 37 Dammam 31411 Kingdom of Saudi Arabia Tel: (00) 966 (0) 3859 0930 Fax: (00) 966 (0) 3857 9750

ColombiaGeorge Raikes Raikes Y CIA. S en C. Colombia Calle 69 No. 4-68 Officina 302 Bogota, D.C. Colombia Tel: (00) 57 541 5708 248 1523 Fax: (00) 57 1210 3685

TaiwanCorus Asia Limited Taiwan Branch 14/Fl., 50 Hsing Sheng South Road, Section 1, Taipei, Taiwan, Republic of China Tel: (00) 886 2 2395 4638 Fax: (00) 886 2 2321 8088

South AfricaCorus International South Africa PO Box 15113 Farrarmere, 1518 Benoni Johannesburg South Africa Tel: (00) 27 (011) 849 8500 Fax: (00) 27 (011) 849 8501

ChileRepco LTDA. (Corus) 9 Norte 555 OF 301 Casilla 9030-3 Vina del Mar, Chile Tel: (00) 56 32 686667 Fax: (00) 56 32 978475

ThailandCorus Metals (Thailand) Limited 31st Floor, Ocean Tower II Building 75/77 Soi Sukhumvit 19, Sukhumvit Road Kwaeng Klong Toey-Nua, Khet Wattana Bangkok 10110, Thailand Tel: (00) 66 2 661 6639-41 Fax: (00) 66 2 661 6638

EgyptCorus International 144 Al-Orouba Street Heliopolis Cairo, Egypt Tel: (00) 202 418 5655 Fax: (00) 202 418 6116

TurkeyCorus Celik Ticaret AS Asik Kerem Sokak No 30 kat 3 Dikilitas Besiktas 34349 Istanbul, Turkey Tel: (00) 90 212 258 4684 Fax: (00) 90 212 227 1764

VietnamCorus International Trading Limited Vietnam Representative Office 8 Floor, Jardine House, 58 Dong Khoi Street, District 1, Ho Chi Minh City, Vietnam Tel: (00) 84 8 822 2340 Fax: (00) 84 8 823 0030 28 Corus Construction & Industrial

GhanaCorus International Projects PO Box KA 30372 Aviation House Suite 302 Airport Residential Area Accra, Ghana Tel: (00) 233 21 767 226 Fax: (00) 233 21 767 229

UAECorus Middle East PO Box 18294 Jebel Ali, Dubai United Arab Emirates Tel: (00) 971 (0) 4887 3232 Fax: (00) 971 (0) 4887 3966

www.corusgroup.comCare has been taken to ensure that this information is accurate, but Corus Group plc, including its subsidiaries, does not accept responsibility or liability for errors or information which is found to be misleading. Copyright 2006 Corus

Corus Construction & Industrial Technical Sales and Marketing PO Box 1 Brigg Road Scunthorpe North Lincolnshire DN16 1BP T: +44 (0) 1724 405060 F: +44 (0) 1724 404224 email: tsm@corusgroup.com/structuralsteel website: www.corusconstruction.com English, French and German language versionCC&I:RS:3000:UK:02/2006

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