Steel Beams
Transcript of Steel Beams
-
Corus Construction & Industrial
Structural sections
in accordance with European specifications
13502 Corus Euro Cover.qxd 22/3/06 10:37 am Page 2
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13502 Corus Euro Cover.qxd 22/3/06 10:37 am Page 3
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Structural sections in accordance with European specifications
Corus Construction & Industrial 1Corus Construction & Industrial 1
Table des matieres
PageNotations 2Nuances et Prsentation 3Dimensions et Proprits
Profils IPE 4-7Profils HE 8-13
Cornires Ailes Egales 14-15Cornires Ailes Ingales 16-17Tolrances de Laminage
BS EN 10034: 1993 18-19BS EN 10056 2: 1993 20
Bureaux de Vente Corus 27-28
InhaltBezeichnung 2Stahlsorten und Qualitt 3Querschnittsgrssen
IPE Profile Gem Euronorm 4-7Profils HE Gem Euronorm 8-13
Gleichschenkliger Winkelstahl 14-15Ungleichschenkliger Winkelstahl 16-17Walztoleranzen
BS EN 10034: 1993 21-22BS EN 10056 2: 1993 23
Corus Verkaufbros 27-28
ContentsNotation 2Quality and Presentation 3Dimensions and Properties
IPE Beams 4-7HE Wide Flange Beams 8-13
Equal Angles 14-15Unequal Angles 16-17Rolling Tolerances
BS EN 10034: 1993 24-25BS EN 10056 2: 1993 26
Offices and Agents for Corus Exports 27-28
13502 Corus Euro Inners 21/3/06 6:04 pm Page 1
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Structural sections in accordance with European specifications
2 Corus Construction & Industrial
Notationsen conformitavec 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
hw = Hauteur intrieure entre ailes
I = Moment dinertie
i = Rayon de giration
IT = Moment dinertie de torsion
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
t f = Epaisseur daile
t w = Epaisseur dme
W = Module de flexion lastique
Wpl = Module de flexion plastique
ys = Distance du centre de
gravit suivant laxe y
zs = 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.
Bezeichnungenlaut EN 1993-1-1
A = Querschnittsflche
b = Profilbreite
d = Hhe des geraden
Stegteils
G = Gewicht pro lfd. Meter
h = Profilhhe
hw = Innere Hhe zwischen
Flanschen
I = Flchenmoment
i = Trgheitsbalbmesser
IT = Torsionsflchenmoment
I = Wlbflchenmoment
bezogen auf den
Schubmittelpunkt
Iyz = Flchenzentrifugalmoment
r,r1 = Ausrundungsradius
r2 = Abrundungsradius
t = Strke
t f = Flanschdicke
t w = Stegdicke
W = Elastisches
Widerstandsmoment
Wpl = Plastisches
Widerstandsmoment
ys = Schwerpunktsabstand in
Richtung y-Achse
zs = 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.
Notationsaccording toEN 1993-1-1
A = Sectional area
b = Width of section
d = Depth of straight portion
of web
G = Weight per metre
h = Depth of section
hw = Inner depth between flanges
I = Moment of inertia
i = Radius of gyration
IT = Torsional constant
I = Warping constant referred
to the shear centre
Iyz = Centrifugal moment
r,r1 = Radius of root fillet
r2 = Toe radius
t = Thickness
t f = Flange thickness
t w = 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
Designers should verify that the
slenderness ratios of web and
flange of the chosen section and
grade comply with the design
codes used.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 2
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Structural sections in accordance with European specifications
Corus Construction & Industrial 3
Nuances, tolrances etprsentation
Nuances 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 undqualitt
Stahlsorten
Stahlsorten gemss Nationalen und
Internationalel Normen:
(Grades S235JR, S275JR, S275J0,
S275J2 et S355JR, S355J0, S355J2),
ASTM A36, A572 und JIS.
Walztoleranzen
Mass, Profile, Gewicht und Lnge in
Euronorm, BS EN10034: 1993 und 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.
Kennzeichnung
Alle Trger werden durch unsere mit Bar
Code versehenen Standard Corus
Etiketten gekennzeichnet.
Steel grades, tolerancesand presentation
Steel 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.
Rolling tolerances
On dimensions, profile, weight and
length to Euronorm, BS EN10034: 1993
and BS EN10056-2: 1993.
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 shot-
blasted and primed/painted.
Marking
All sections will be identified using the
standard Corus bar coded label.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 3
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Structural sections in accordance with European specifications
4 Corus Construction & Industrial
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/m
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
h
mm
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
b
mm
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
t w
mm
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
t f
mm
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
r
mm
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
A
cm2
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
hw d
mm mm
88.6 74.6
88.6 74.6
107.4 93.4
107.4 93.4
126.2 112.2
126.2 112.2
126.2 112.2
145.2 127.2
145.2 127.2
145.2 127.2
164.0 146.0
164.0 146.0
164.0 146.0
164.0 146.0
183.0 159.0
183.0 159.0
183.0 159.0
183.0 159.0
201.6 177.6
201.6 177.6
201.6 177.6
201.6 177.6
220.4 190.4
220.4 190.4
220.4 190.4
220.4 190.4
249.6 219.6
249.6 219.6
249.6 219.6
249.6 219.6
278.6 248.6
278.6 248.6
278.6 248.6
278.6 248.6
Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57
Europische I-trgermit parallelen Flanschflchen gema Euronorm 19-57
European specification beamswith parallel flanges in accordance with Euronorm 19-57
t w
y
bz
h
r
y
t f
z
d h w
Bezeichnungen Seite 2 Explanation page 2
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 4
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Structural sections in accordance with European specifications
Corus Construction & Industrial 5
Explanation page 2
Dsignation
Bezeichnung
Section
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
Iy Iz
cm4
cm4
141 13.1
171 15.9
257 22.4
318 27.7
435 36.4
541 44.9
609 48.8
689 54.4
869 68.3
992 75.7
1063 81.9
1317 101
1505 117
1554 112
1591 117
1943 142
2211 169
2363 166
2317 171
2772 205
3134 240
3481 249
3290 240
3892 284
4369 329
4823 339
4917 358
5790 420
6947 513
7300 516
7173 519
8356 604
9994 746
10500 728
iy iz
cm cm
4.01 1.22
4.07 1.24
4.83 1.42
4.90 1.45
5.70 1.65
5.74 1.65
5.76 1.63
6.53 1.83
6.58 1.84
6.62 1.83
7.37 2.05
7.42 2.05
7.45 2.08
7.44 2.00
8.23 2.23
8.26 2.24
8.32 2.30
8.35 2.21
9.05 2.46
9.11 2.48
9.16 2.53
9.30 2.49
9.94 2.68
9.97 2.69
10.0 2.74
10.1 2.67
11.2 3.02
11.2 3.02
11.4 3.09
11.4 3.03
12.4 3.34
12.5 3.35
12.6 3.45
12.6 3.32
Wy Wz
cm3
cm3
28.8 4.77
34.2 5.79
43.8 7.00
53.0 8.65
63.3 9.98
77.3 12.3
86.0 13.5
87.8 13.3
109 16.7
122 18.7
120 18.0
146 22.2
165 25.5
170 25.2
162 23.4
194 28.5
219 33.1
232 33.8
214 31.2
252 37.3
282 42.8
309 46.1
278 40.0
324 47.3
361 53.9
394 57.4
368 53.0
429 62.2
507 75.5
529 77.6
483 69.2
557 80.5
658 98.1
686 99.0
Wply Wplz
cm3
cm3
33.0 7.52
39.4 9.13
49.9 11.0
60.7 13.6
71.6 15.5
88.4 19.2
99.0 21.3
99.1 20.7
124 26.1
140 29.3
135 27.9
166 34.6
189 39.9
195 39.6
182 36.5
221 44.5
249 51.8
265 53.1
240 48.4
285 58.0
321 66.8
352 71.8
312 62.3
367 73.8
410 84.3
450 90.0
413 82.2
484 96.8
575 118
601 121
542 107
628 125
744 152
780 154
I IT
dm6
cm4
0.0003 0.727
0.0004 1.16
0.0007 0.996
0.0009 1.69
0.0016 1.34
0.0020 2.40
0.0022 3.36
0.0031 1.93
0.0040 3.54
0.0045 5.06
0.0060 2.67
0.0075 4.73
0.0088 6.65
0.0084 7.63
0.0106 4.14
0.0131 6.92
0.0156 9.36
0.0155 11.7
0.0188 5.68
0.0228 9.03
0.0269 12.2
0.0283 16.4
0.0314 8.50
0.0376 13.0
0.0439 17.1
0.0459 22.8
0.0597 10.4
0.0708 15.9
0.0880 25.0
0.0890 29.1
0.107 13.3
0.126 19.9
0.158 31.0
0.155 37.0
Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57
Europische I-trgermit parallelen flanschflchen gema Euronorm 19-57
European specification beamswith parallel flanges in accordance with Euronorm 19-57
Bezeichnungen Seite 2Notation page 2
G
kg/m
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
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 5
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Structural Sections in accordance with European Specifications
6 Corus Construction & Industrial
Structural Sections in accordance with European Specifications
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/m
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
h
mm
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
b
mm
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
t w
mm
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
t f
mm
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
r
mm
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
A
cm2
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
hw d
mm mm
307.0 271.0
307.0 271.0
307.0 271.0
307.0 271.0
334.6 298.6
334.6 298.6
334.6 298.6
334.6 298.6
373.0 331.0
373.0 331.0
373.0 331.0
373.0 331.0
373.0 331.0
420.8 378.8
420.8 378.8
420.8 378.8
420.8 378.8
420.8 378.8
468.0 426.0
468.0 426.0
468.0 426.0
468.0 426.0
468.0 426.0
515.6 467.6
515.6 467.6
515.6 467.6
515.6 467.6
515.6 467.6
562.0 514.0
562.0 514.0
562.0 514.0
562.0 514.0
562.0 514.0
719.0 685.0
719.0 685.0
719.4 685.4
718.8 684.8
718.8 684.8
719.2 685.2
719.0 685.0
719.0 685.0
Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57
Europische I-trgermit parallelen Flanschflchen gema Euronorm 19-57
European specification beamswith parallel flanges in accordance with Euronorm 19-57
Bezeichnungen Seite 2 Explanation page 2
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 6
-
Structural Sections in accordance with European Specifications
Corus Construction & Industrial 7
Explanation page 2
Dsignation
Bezeichnung
Section
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
G
kg/m
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
Iy Iz
cm4
cm4
10230 685
11770 788
13910 960
14690 958
14520 944
16270 1043
19050 1251
20360 1270
20290 1171
23130 1318
26750 1564
28860 1606
30140 1766
29760 1502
33740 1676
40920 2085
42400 2070
46200 2397
42930 1939
48200 2142
57780 2622
59930 2600
70720 3271
59980 2432
67120 2668
79160 3224
86600 3447
102300 4265
82920 3116
92080 3387
118300 4521
110300 3993
141600 5570
159900 5166
166100 5289
186100 6073
205800 6873
223000 7510
240300 8175
262200 9011
278200 9604
iy iz
cm cm
13.7 3.54
13.7 3.55
13.8 3.64
13.8 3.53
15.1 3.84
15.0 3.79
15.0 3.86
15.1 3.76
16.7 4.00
16.5 3.95
16.7 4.03
16.7 3.93
16.8 4.06
18.7 4.19
18.5 4.12
18.6 4.21
18.7 4.13
18.7 4.26
20.6 4.38
20.4 4.31
20.6 4.38
20.5 4.28
20.8 4.47
22.6 4.55
22.3 4.45
22.5 4.55
22.5 4.50
22.5 4.60
24.6 4.77
24.3 4.66
24.5 4.79
24.5 4.66
24.6 4.88
30.3 5.44
29.8 5.31
30.2 5.45
30.5 5.57
30.8 5.65
31.0 5.71
31.3 5.80
31.3 5.82
Wy Wz
cm3
cm3
626 85.6
713 98.5
833 119
874 121
812 111
904 123
1047 145
1111 151
1022 130
1156 146
1324 172
1418 180
1477 194
1331 158
1500 176
1795 217
1851 220
2009 247
1728 194
1928 214
2284 260
2360 263
2752 321
2193 232
2441 254
2847 304
3093 328
3616 395
2778 283
3069 308
3879 404
3629 366
4582 489
4246 393
4411 399
4909 457
5402 515
5821 563
6241 610
6765 672
7152 714
Wply Wplz
cm3
cm3
702 133
805 153
943 185
995 190
907 172
1019 191
1186 227
1265 236
1144 202
1308 229
1503 269
1618 283
1682 304
1495 245
1702 276
2047 341
2115 346
2302 389
1946 301
2195 335
2613 408
2710 414
3169 506
2475 361
2788 400
3264 480
3563 520
4206 632
3142 441
3513 485
4472 639
4176 580
5325 780
4865 614
5110 631
5666 719
6218 810
6691 884
7174 959
7762 1054
8225 1122
I IT
dm6
cm4
0.172 19.6
0.200 28.1
0.247 42.2
0.247 50.6
0.283 27.4
0.315 37.4
0.382 55.7
0.390 68.8
0.434 36.2
0.492 51.3
0.590 73.3
0.611 92.5
0.673 99.6
0.707 47.1
0.794 66.7
1.00 109
0.999 123
1.16 149
1.13 64.3
1.25 89.1
1.55 143
1.55 162
1.97 242
1.72 89.3
1.89 123
2.31 187
2.49 242
3.12 372
2.62 122
2.86 165
3.88 316
3.42 271
4.85 506
7.00 135
7.16 157
8.28 208
9.42 270
10.3 334
11.3 406
12.6 512
13.5 601
Poutrelles ailes facesparallles de la srie Europenne conformes Euronorme 19-57
Europische I-trgermit parallelen Flanschflchen gema Euronorm 19-57
European specification beamswith parallel flanges in accordance with Euronorm 19-57
Bezeichnungen Seite 2Notation page 2
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 7
-
Structural sections in accordance with European specifications
8 Corus Construction & Industrial8 Corus Construction & Industrial
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/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
h
mm
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
b
mm
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
t w
mm
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
t f
mm
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
r
mm
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
A
cm2
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
hw d
mm mm
80 56
80 56
80 56
98 74
98 74
98 74
116 92
116 92
116 92
134 104
134 104
134 104
134 104
152 122
152 122
152 122
152 122
170 134
170 134
170 134
170 134
188 152
188 152
188 152
188 152
206 164
206 164
206 164
206 164
225 177
225 177
225 177
225 177
Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62
Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62
European wide flange beamsin accordance with Euronorm 53-62
Bezeichnungen Seite 2 Explanation page 2
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 8
-
Structural sections in accordance with European specifications
Corus Construction & Industrial 9Corus Construction & Industrial 9
Explanation page 2
Dsignation
Bezeichnung
Section
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
G
kg/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
Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62
Europische warmgewalze breite I-trgermit parallelen flanschflchen gema Euronorm 53-62
European wide flange beamsin accordance with Euronorm 53-62
Bezeichnungen Seite 2Notation page 2
Iy Iz
cm4
cm4
237 92.1
349 134
450 167
413 159
606 231
864 318
719 275
1033 389
1509 550
1283 479
1673 616
2492 889
5098 1759
1967 730
2510 925
3831 1363
7483 2580
2944 1068
3692 1336
5696 2003
10640 3651
4170 1510
5410 1955
8091 2843
14600 5012
5835 2077
7763 2769
11260 3923
24290 8153
7981 2788
10450 3668
14920 5135
31310 10450
iy iz
cm cm
3.89 2.43
4.06 2.51
4.16 2.53
4.72 2.93
4.89 3.02
5.04 3.06
5.59 3.45
5.73 3.52
5.93 3.58
6.50 3.97
6.57 3.98
6.78 4.05
7.25 4.26
7.34 4.47
7.45 4.52
7.66 4.57
8.13 4.77
8.17 4.92
8.28 4.98
8.54 5.07
9.00 5.27
9.00 5.42
9.17 5.51
9.43 5.59
9.89 5.79
9.83 5.87
10.1 6.00
10.3 6.08
11.0 6.39
10.8 6.36
11.0 6.50
11.2 6.58
11.9 6.90
Wy Wz
cm3
cm3
52.0 18.4
72.8 26.8
89.9 33.5
75.8 26.5
106 38.5
144 52.9
112 39.3
155 55.6
216 78.5
173 59.8
220 76.9
312 111
566 212
236 81.1
294 103
426 151
748 277
317 107
389 134
570 200
967 354
407 137
515 178
736 258
1217 444
521 173
675 231
938 327
1799 657
654 214
836 282
1148 395
2159 780
Wply Wplz
cm3
cm3
58.4 28.4
83.1 41.1
104 51.3
84.2 40.6
120 58.8
165 80.9
124 59.9
174 84.8
245 120
191 91.2
245 117
354 170
675 325
258 123
325 156
482 231
884 425
347 163
430 204
643 306
1135 543
446 209
569 270
827 394
1420 678
571 264
745 351
1054 498
2117 1006
715 327
920 430
1283 602
2524 1192
I IT
dm6
cm4
0.0017 2.33
0.0026 5.28
0.0034 9.33
0.0043 2.59
0.0065 6.04
0.0094 13.9
0.0102 3.43
0.0151 8.10
0.0225 20.2
0.0238 6.43
0.0315 12.1
0.0480 31.3
0.108 161
0.0464 8.31
0.0603 14.9
0.0939 42.2
0.200 201
0.0846 12.5
0.108 21.0
0.171 59.7
0.347 258
0.146 15.5
0.194 28.6
0.296 77.0
0.574 313
0.240 22.1
0.329 42.1
0.488 104
1.15 626
0.383 30.1
0.517 54.2
0.755 127
1.73 720
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 9
-
Structural sections in accordance with European specifications
10 Corus Construction & Industrial10 Corus Construction & Industrial
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/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
h
mm
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
b
mm
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
t w
mm
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
t f
mm
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
r
mm
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
A
cm2
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
hw d
mm mm
244 196
244 196
244 196
244 196
262 208
262 208
262 208
262 208
279 225
279 225
279 225
279 225
297 243
297 243
297 243
297 243
315 261
315 261
315 261
315 261
352 298
352 298
352 298
352 298
352 298
398 344
398 344
398 344
398 344
398 344
444 390
444 390
444 390
444 390
Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62
Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62
European wide flange beamsin accordance with Euronorm 53-62
Bezeichnungen Seite 2 Explanation page 2
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 10
-
Structural sections in accordance with European specifications
Corus Construction & Industrial 11Corus Construction & Industrial 11
Explanation page 2
Dsignation
Bezeichnung
Section
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
G
kg/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
Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62
Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62
European wide flange beamsin accordance with Euronorm 53-62
Bezeichnungen Seite 2Notation page 2
Iy Iz
cm4
cm4
10560 3664
13670 4763
19270 6595
39550 13160
13800 4734
18260 6310
25170 8563
59200 19400
16450 4959
22930 6985
30820 9239
68130 19710
19550 5185
27690 7436
36660 9690
76370 19710
23040 5410
33090 7887
43190 10140
84870 19520
31250 5861
37640 6998
45070 8564
57680 10820
104100 19340
41890 6088
55860 8338
63720 9465
79890 11720
131500 19340
54640 6314
86970 10370
107200 12620
161900 19150
iy iz
cm cm
11.6 6.85
11.9 7.00
12.1 7.09
12.8 7.40
12.5 7.30
12.7 7.49
13.0 7.58
14.0 8.00
13.2 7.24
13.6 7.49
13.8 7.57
14.8 7.95
13.9 7.18
14.4 7.46
14.6 7.53
15.6 7.90
14.7 7.12
15.2 7.43
15.5 7.49
16.3 7.83
16.3 7.06
16.6 7.16
16.8 7.34
17.1 7.40
17.9 7.70
18.2 6.92
18.8 7.27
18.9 7.29
19.1 7.33
19.8 7.59
20.0 6.79
21.0 7.24
21.2 7.27
21.7 7.46
Wy Wz
cm3
cm3
800 262
1013 340
1376 471
2551 914
976 316
1260 421
1678 571
3482 1252
1093 331
1479 466
1926 616
3796 1276
1222 346
1678 496
2156 646
4052 1276
1359 361
1891 526
2400 676
4297 1268
1654 391
1960 471
2311 571
2884 721
4820 1260
1971 406
2568 556
2896 631
3551 781
5501 1260
2315 421
3550 691
4287 842
6180 1252
Wply Wplz
cm3
cm3
874 399
1113 518
1535 717
2966 1396
1066 481
1384 640
1870 869
4079 1912
1197 505
1629 709
2150 938
4436 1950
1342 528
1851 755
2409 985
4718 1952
1496 552
2089 801
2684 1032
4990 1942
1825 599
2166 721
2563 872
3233 1103
5571 1933
2184 624
2837 849
3217 965
3983 1197
6332 1938
2577 648
3950 1058
4815 1291
7095 1931
I IT
dm6
cm4
0.591 35.5
0.786 63.5
1.13 146
2.52 807
0.879 47.8
1.20 87.8
1.69 189
4.39 1411
1.04 53.6
1.51 112
2.07 230
5.01 1506
1.23 60.0
1.83 131
2.46 263
5.60 1512
1.45 67.1
2.18 153
2.89 298
6.15 1513
1.95 81.3
2.37 126
2.95 193
3.82 361
7.43 1520
2.58 91.4
3.62 178
4.15 250
5.27 448
9.28 1534
3.31 103
5.65 318
7.03 548
11.2 1544
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 11
-
Structural sections in accordance with European specifications
12 Corus Construction & Industrial12 Corus Construction & Industrial
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/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
h
mm
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
b
mm
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
t w
mm
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
t f
mm
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
r
mm
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
A
cm2
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
hw d
mm mm
492 438
492 438
492 438
492 438
540 486
540 486
540 486
540 486
540 486
540 486
540 486
588 534
588 534
588 534
588 534
636 582
636 582
636 582
636 582
636 582
734 674
734 674
734 674
734 674
830 770
830 770
830 770
830 770
928 868
928 868
928 868
928 868
Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62
Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62
European wide flange beamsin accordance with Euronorm 53-62
Bezeichnungen Seite 2 Explanation page 2
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 12
-
Structural sections in accordance with European specifications
Corus Construction & Industrial 13
Explanation page 2
Dsignation
Bezeichnung
Section
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
G
kg/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
Poutrelles larges ailes facesparallles de la srie Europenne conformes Euronorme 53-62
Europische warmgewalze breite I-trgermit parallelen Flanschflchen gema Euronorm 53-62
European wide flange beamsin accordance with Euronorm 53-62
Bezeichnungen Seite 2Notation page 2
Iy Iz
cm4
cm4
72870 6767
111900 10820
136700 13080
198000 19160
91870 6993
101500 7893
117100 9287
136400 10780
141200 11270
171000 13530
237400 18980
113900 7221
175200 11720
210600 13980
281700 18980
142700 7673
168900 9471
215300 12180
256900 14440
329300 18800
208900 8134
303400 12640
359100 14900
442600 18630
301100 9041
422100 13550
494100 15820
570400 18450
406500 9501
553800 14000
644700 16280
722300 18460
iy iz
cm cm
21.8 6.65
23.0 7.15
23.2 7.17
23.6 7.35
23.7 6.53
24.1 6.72
24.7 6.94
24.7 6.95
25.0 7.05
25.2 7.08
25.6 7.22
25.5 6.41
26.9 6.97
27.1 6.99
27.5 7.13
27.3 6.34
28.2 6.69
28.8 6.84
29.0 6.87
29.3 7.01
30.9 6.10
32.6 6.65
32.8 6.68
33.1 6.79
34.6 5.99
36.3 6.50
36.5 6.53
36.7 6.60
38.0 5.80
40.0 6.35
40.1 6.38
40.3 6.45
Wy Wz
cm3
cm3
2792 451
4146 721
4971 872
6923 1252
3218 466
3529 526
4024 619
4639 719
4787 751
5701 902
7660 1244
3676 481
5474 782
6480 932
8433 1245
4260 512
4982 631
6241 812
7340 963
9198 1237
5426 542
7682 843
8977 994
10870 1230
6923 603
9485 903
10980 1054
12540 1222
8380 633
11190 934
12890 1085
14330 1222
Wply Wplz
cm3
cm3
3128 698
4623 1106
5591 1340
7934 1936
3624 724
3953 813
4484 952
5203 1108
5351 1155
6426 1390
8773 1930
4161 750
6137 1204
7321 1441
9658 1935
4841 799
5599 977
7033 1256
8328 1494
10540 1928
6226 855
8701 1311
10230 1552
12490 1929
8000 957
10810 1413
12590 1657
14440 1928
9778 1015
12830 1469
14860 1715
16570 1939
I IT
dm6
cm4
4.35 127
7.20 360
8.87 610
13.6 1559
5.40 142
6.13 177
7.32 247
8.57 374
9.00 407
11.0 677
16.0 1570
6.59 158
11.0 458
13.4 749
18.7 1584
8.18 186
10.2 274
13.4 522
16.1 839
21.5 1595
11.5 243
18.3 609
21.9 959
27.9 1657
16.3 322
25.0 749
29.6 1150
34.9 1683
21.4 387
32.2 835
37.8 1267
43.2 1713
t w
y
bz
h
r
y
t f
z
d h w
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 13
-
Structural sections in accordance with European specifications
14 Corus Construction & Industrial14 Corus Construction & Industrial
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/m
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
h
mm
90
90
90
90
100
100
100
100
120
120
120
120
150
150
150
150
200
200
200
200
b
mm
90
90
90
90
100
100
100
100
120
120
120
120
150
150
150
150
200
200
200
200
t
mm
6
8
10
12
8
10
12
15
8
10
12
15
10
12
15
18
16
18
20
24
r1
mm
11
11
11
11
12
12
12
12
13
13
13
13
16
16
16
16
18
18
18
18
r2
mm
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
zs
cm
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
ys
cm
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
A
cm2
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
Cornires ailes galesconformes BS EN 10056 1: 1999
Gleichschenkliger winkelstahl gem BS EN 10056 1: 1999
Equal anglesaccording to BS EN 10056 1: 1999
Bezeichnungen Seite 2 Explanation page 2
r 2tr 1
h
t
r 2
b
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 14
-
Structural sections in accordance with European specifications
Corus Construction & Industrial 15Corus Construction & Industrial 15
Dsignation
Bezeichnung
Section
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
iy
cm
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
ly
cm4
80.4
104
127
148
145
177
207
249
256
313
368
445
624
737
898
1050
2342
2600
2851
3331
lz
cm4
80.4
104
127
148
145
177
207
249
256
313
368
445
624
737
898
1050
2342
2600
2851
3331
lu
cm4
127
166
201
235
230
280
328
395
411
497
584
710
990
1170
1430
1680
3720
4150
4530
5280
lv
cm4
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
lyz
cm4
-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
iu
cm
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
iv
cm
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
Wy
cm3
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
Wz
cm3
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
iz
cm
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
Cornires ailes galesconformes BS EN 10056 1: 1999
Gleichschenkliger winkelstahl gem BS EN 10056 1: 1999
Equal anglesaccording to BS EN 10056 1: 1999
Bezeichnungen Seite 2Notation page 2 Explanation page 2
vz
u
y
u
v
z s
y s
45
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 15
-
Structural sections in accordance with European specifications
16 Corus Construction & Industrial16 Corus Construction & Industrial
Notation page 2
Dsignation
Bezeichnung
Section
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
G
kg/m
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
h
mm
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
b
mm
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
t
mm
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
r1
mm
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
r2
mm
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
zs
cm
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
ys
cm
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
A
cm2
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
Cornires ailes ingalesconformes BS EN 10056 1: 1999
Ungleichschenkliger winkelstahl gem BS EN 10056 1: 1999
Unequal anglesaccording to BS EN 10056 1: 1999
Bezeichnungen Seite 2 Explanation page 2
t
t
r 2
h
b
r 2r 1
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 16
-
Structural sections in accordance with European specifications
Corus Construction & Industrial 17Corus Construction & Industrial 17
Dsignation
Bezeichnung
Section
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
iy
cm
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
ly
cm4
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
lz
cm4
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
lu
cm4
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
lv
cm4
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
lyz
cm4
-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
iu
cm
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
iv
cm
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
Wy
cm3
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
Wz
cm3
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
iz
cm
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
Cornires ailes ingalesconformes BS EN 10056 1: 1999
Ungleichschenkliger winkelstahl gem BS EN 10056 1: 1999
Unequal anglesaccording to BS EN 10056 1: 1999
Bezeichnungen Seite 2Notation page 2 Explanation page 2
vz
y s
u
y
u
v
z s
Non Standard Section Size. Please refer to account manager for availability of rollings.
13502 Corus Euro Inners 21/3/06 6:04 pm Page 17
-
Structural sections in accordance with European specifications
18 Corus Construction & Industrial
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.
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.
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 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.
18 Corus Construction & Industrial
Hauteur du profil h
mm
Jusqua 180 compris
Plus de 180 et jusqu 400compris
Plus de 400 et jusqu 700compris
Plus de 700
Tolrance
mm
+ 3,0- 2,0
+ 4,0- 2,0
+ 5,0- 3,0
5,0
Largeur de la semelle b
mm
Jusqua 110 compris
Plus de 110 et jusqu 210compris
Plus de 210 et jusqu 325compris
Plus de 325
Tolrance
mm
+ 4,0- 1,0
+ 4,0- 2,0
4,0
+ 6,0- 6,0
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
mm
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
Tolrance
mm
+1,5- 0,5
+ 2,0- 1,0
+ 2,5- 1,5
+ 2,5- 2,0
2,5
3,0
4,0
t*
h
b
xx
y
ys
b/4
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Structural sections in accordance with European specifications
Corus Construction & Industrial 19Corus Construction & Industrial 19
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.
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).
Tableau 2 (b). Tolrances de dcentrage de lme
des profis en I et des profils pour poteaux.
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.
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
du lot ou de la pice et la masse calcule. La masse
calcule devra tre dtermine en utilisant la densit de
7850 kg/m3.
Tolrance sur la longueur
Les profils doivent tre coups aux longueurs
commandes dans les tolrances de, soit:
a) 50 mm
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
t coupes dquerre.
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)
Hauteur de la section h
mm
Plus de 80 et jusqu 180compris
Plus de 180 et jusqu 360compris
Plus de 360
Tolrance qxx et qyysur longueur L
mm
0,30 L
0,15 L
0,1 L
b
h
k1
k
b
h
k1
k
qxx
qyy
b
b2b1
L
L max.
Largeur de la semelle b
mm
Jusqu 110mm inclus
Plus de 110 et jusqu 325compris
Plus de 325
Plus de 110 et jusqu 325compris
Plus de 325
Dcentrage de lme o e = b1-b2
2mm
2,5
3,5
5,0
5,0
8,0
t < 40
t 40
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Structural sections in accordance with European specifications
20 Corus Construction & Industrial20 Corus Construction & Industrial
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.
Tableau 1 (a). Tolrances dimensionnelles.
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.
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 querrage
Variation sur rectitude (q)
Le cambrage ne doit pas excder les
tolrances donnes dans le tableau 1
(d). 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 (d). Tolrances sur cambrage
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, oub) 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/m3.
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.
xx
y
y
t
t
a
b
q
L
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
Tolerancemm
1,0
2,0
3,0
4.0
+ 6,0-4,0
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
Tolerancemm
0,50
0,75
1,00
1.20
DeviationkkDeviation
Hors dquerre longueur daile
mm
Jusqu 100 compris
Plus de 100 et jusqu 150 compris
Plus de 150 et jusqu 200 compris
Plus de 200
Tolrancemm
1,0
1,5
2,0
3.0
Longueur dailea
mm
Jusqu 150compris
Jusqu 200compris
Plus de 200
Sur longueurtotale
Ecartq
mm
0,4% L
0,2% L
0,2% L
Longueurconsidre
mm
1,500
2,000
3,000
Ecartq
mm
6,0
3,0
3,0
Tolrance
Sur une partie
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Structural sections in accordance with European specifications
Corus Construction & Industrial 21Corus Construction & Industrial 21
Walztoleranzen BS EN10034:1993In 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
Flanschbreite (b)
Die Abweichung vom Flanschbreitennominalwert mu
innerhalb der Toleranzspanne laut Tabelle 1 (b) liegen.
Tabelle 1 (b) Toleranzwerte fr Flanschbreite
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 Stegdicke
Flanschdicke (t)
Die Abweichung vom Flanschdickennominalwert,
gemessen am Viertelpunkt der Flanschbreite, mu
innerhalb der Toleranzspanne laut Tabelle 1 (d) liegen.
Tabelle 1 (d) Toleranzwerte fr Flanschdicke
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
5.0
Flanschbreite 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
4.0
+ 6.0-5.0
Stegdicke 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
mm
Unter 6.5
6.5 bis unter 10
10 bis unter 20
20 bis unter 30
30 bis unter 40
40 bis unter 60
60 und mehr
Toleranz
mm
+ 1.5- 0.5
+ 2.0- 1.0
+ 2.5- 1.5
+ 2.5- 2.0
2.5
3.0
4.0
t*
h
b
xx
y
ys
b/4
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Structural sections in accordance with European specifications
22 Corus Construction & Industrial
Unrechtwinligkeit (k + k)
Die Unrechtwinkligkeit des Profils darf den Maximalwert
laut Tabelle 2 (a) nicht berschreiten.
Tabelle 2 (a) Unrechtwinkligkeitstoleranzwerte fr
Univeraltrger und Sulen.
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 von
Geradheit (qxx oder qyy)
Die Geradheit mu mit den Anforderungen laut Tabelle 3
berschreiten.
Tabelle 3 Geradheitstoleranzwerte von
Universaltrgern und Sulen.
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 unter
der Annahme da die Profilenden quadratisch
zugeschnitten wurden.
Flanschbreite b
mm
Bis einschl. 110
ber 110
Unrechtwinkligkeit derFlanschen k + k
mm
1.5
2% von b(maximum 6.5mm)
Profilhhe h
mm
ber 80 bis einschl. 180
ber 180 bis einschl. 360
ber 360
Toleranz qxx und qyyauf Lnge L
%
0.30 L
0.15 L
0.1 L
Flanschbreite b
mm
Bis einschl. 110
ber 110 bis einschl. 325
ber 325
ber 110 bis einschl. 325
ber 325
Steg auermittig bei e = b1-b2
2
mm
2.5
3.5
5.0
5.0
8.0
t < 40
t 40
b
h
k1
k
b
h
k1
k
qxx
qyy
b
b2b1
L
L max.
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Structural sections in accordance with European specifications
Corus Construction & Industrial 23
Walztoleranzen BS EN10056-2:1993In 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.
Tabelle 1 (a) Abmessungstoleranzwerte
Profildicke (t)
Die Abweichung vom Dickennominalwert mu innerhalb
der Toleranzspanne laut Tabelle 1 (b) liegen.
Tabelle 1 (b) Dickentoleranzwerte
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) Rechtwinkligkeitstoleranzwerte
Geradheit (q)
Die Abweichung von der Geradheit darf die
Toleranzwerte laut Tabelle 1 (d) nicht berschreiten. Fr
ungleichschenklige Winkel mu die
lngere Schenkellnge (a) zur
Festlegung des Toleranzbereiches
genommen werden.
Tabelle 1 (d) Geradheitstoleranzwerte
Massentoleranzwerte
Die Abweichung vom Massennominalwert jedes
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) +100-0
mm wenn Minimallngen bentigt werden.
xx
y
y
t
t
a
b
q
L
DeviationkkDeviation
Schenkellnge 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
Profildicke t
mm
Bis einschlielich 5
ber 5 bis einschlielich 10
ber 10 bis einschlielich 15
ber 15
Toleranz
mm
0.50
0.75
1.00
1.20
Unrechtwinkligkeit 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
Schenkellngea
mm
bes einschl.150
bes einschl. 200
ber 200
ber gesamteBarrenlnge
Abweichungq
mm
0.4% L
0.2% L
0.1% L
AngnommeneLnge
mm
1,500
2,000
3,000
Abweichung q
mm
6.0
3.0
3.0
Toleranz
ber Teillnge des Barrens
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Structural sections in accordance with European specifications
24 Corus Construction & Industrial24 Corus Construction & Industrial
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-section
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
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 thickness
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
Section 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
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
Web thickness s
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
Tolerance
mm
0.7
1.0
1.5
2.0
2.5
3.0
Flange thickness t
mm
Less than 6.5
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
Tolerance
mm
+1.5-0.5
+2.0-1.0
+2.5-1.5
+2.5-2.0
2.5
3.0
4.0
t*
h
b
xx
y
ys
b/4
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Structural sections in accordance with European specifications
Corus Construction & Industrial 25Corus Construction & Industrial 25
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 columns
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).
Table 2 (b) Tolerance on web off-centre of universal
beams and columns
Straightness (qxx or qyy)
The straightness shall comply with the requirements
given in Table 3.
Table 3 Tolerance on straightness of universal
beams and columns
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
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.
Flange width b
mm
Up to and including 110
Greater than 110
Section height h
mm
Greater than 80 up to and including 180
Greater than 180 up toand including 360
Greater than 360
Out-of-squareness
of flanges k + k
mm
1.5
2% of b
(maximum 6.5mm)
Tolerance qxx and qyyon length L
%
0.30 L
0.15 L
0.1 L
Flange width b
mm
Up to and including 110
Greater than 110 up toand including 325
Greater than 325
Greater than 110 up toand including 325
Greater than 325
t < 40
t 40
Web off-centrewhere e = b1 b2
2
mm
2.5
3.5
5.0
5.0
8.0
b
h
k1
k
b
h
k1
k
b
b2b1
qxx
qyy
L
L max.
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Structural sections in accordance with European specifications
26 Corus Construction & Industrial26 Corus Construction & Industrial
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.
Tol