Top Banner

Click here to load reader

European Structural Sections

Nov 12, 2014

ReportDownload

Documents

kogi3075

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 2