Perfiles Estructurales Europeos

Construction & Infrastructure
Perfiles estructurales
Structural sections
de acuerdo con las especificaciones europeas
in accordance with European Specifications
Structural Sections in accordance with European Specifications
Índice
Claves de interpretación
Calidad y presentación
Dimensiones y propiedades
Perfiles IPE
Perfiles de ala ancha HE
Perfiles angulares de lados iguales
Perfiles angulares de lados desiguales
Tolerancias de laminación
BS EN 10034: 1993
BS EN 10056 - 2: 1993
Oficinas y agentes de exportación de Corus
Page
Page
3
3
Page
4-7
Page 8-11
Page 12-13
Page 14-15
Page 16-17
Page
18
Page
22
Contents
Notation
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 Products
2
Page
Page
3
3
Page
4-7
Page 8-11
Page 12-13
Page 14-15
Page 19-20
Page
21
Page
22
Structural Sections in accordance with European Specifications
Indicaciones de acuerdo
con ENV 1993-1-1
Notations according to
ENV 1993-1-1
A
b
d
G
h
hi
I
i
IT
Iw
Área de la sección
Ancho del perfil
Profundidad de la parte recta del alma
Peso por metro
Profundidad del perfil
Profundidad interior entre alas
Momento de inercia
Radio de giro
Constante de torsión
Factor de curvatura respecto al centro
del cizallado
Iyz = Momento centrífugo
r,r1 = Radio de la base del alma
r2 = Radio de la base del ala
t = Espesor
t f = Espesor del ala
tw = Espesor del alma
W = Módulo de sección elástica
Wpl = Módulo de sección plástica
Ys = Distancia del centro de gravedad a lo largo del eje y
Zs = Distancia del centro de gravedad a lo largo del eje z
Ƞ = Coeficiente de esbeltez equivalente
Los diseñadores deberían comprobar que los coeficientes de
esbeltez del alma y el ala del perfil elegido y el grado del acero
cumplen los códigos de diseño empleados.
A
b
d
G
h
hi
I
i
IT
Iw
Calidades de acero,
tolerancias y presentación
Steel grades, tolerances
and presentation
Calidades de acero
Steel grades
Calidades de acero estructural de acuerdo con las normas
nacionales e internacionales: Grados EN10025 S235JR,
S275JR, S275J0, S275J2, S355JR, S355J0, S355J2,
ASTM A36, A572 y JIS.
Structural steel grades in accordance with national and
international standards: EN10025 S235JR, S275JR, S275J0,
S275J2, S355JR, S355J0, S355J2, ASTM A36, A572 and JIS.
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
Sectional area
Width of section
Depth of straight portion of web
Weight per metre
Depth of section
Inner depth between flanges
Moment of inertia
Radius of gyration
Torsional constant
Warping constant referred to the
shear centre
Iyz = Centrifugal moment
r,r1 = Radius of root fillet
r2 = Toe radius
t = Thickness
tf = Flange thickness
tw = Web thickness
W = Elastic section modulus
Wpl = Plastic section modulus
Ys = Distance of centre of gravity along y-axis
Zs = Distance of centre of gravity along z-axis
Ƞ = Equivalent slenderness coefficient
Designers should verify that the slenderness ratios of web
and flange of the chosen section and grade comply
with the design codes used.
Rolling tolerances
Tolerancias de laminación
Sobre las dimensiones, el perfil, el peso y la longitud, según
Euronorm, BS EN10034: 1993 y BS EN10056-2: 1993.
On dimensions, profile, weight and length to Euronorm,
BS EN10034: 1993 and BS EN10056-2: 1993.
Lengths
Longitud
De 6m hasta 24m. Para deteminadas medidas, se pueden
proporcionar longitudes de hasta 27m, previo acuerdo.
From 6m up to 24m. For certain sizes lengths up to 27m
may be supplied by arrangement.
Finishes
Acabados
Normalmente, los perfiles se suministran en estado bruto de
laminación pero, previo acuerdo, se podran suministrar
granallados e imprimados/pintados.
Sections are normally supplied in the as-rolled condition but
arrangements can be made for material to be shotblasted and
primed/painted.
Marking
Marcado
Todas los perfiles se identificarán utilizando las etiquetas de
códigos de barras estándar de Corus.
All sections will be identified using the standard Corus bar
coded label.
3
b
z
Perfiles Europeos
r
con alas paralelas de acuerdo con la Euronorma 19-57
h hi d
y
y
European specification beams
tw
with parallel flanges in accordance with Euronorm 19-57
z
tf
Página de explicación 3
Perfil
Explanation page 3
G
kg/m
h
mm
b
mm
tw
mm
tf
mm
r
mm
A
cm2
hi
mm
d
mm
IPE 140
IPE 140 R
12.9
14.4
140
142
73
72
4.7
5.3
6.9
7.8
7
7
16.4
18.4
126.2
126.4
112.2
112.4
IPE 160
IPE 160 R
15.8
17.7
160
162
82
81
5
5.6
7.4
8.5
9
9
20.1
22.6
145.2
145
127.2
127
IPE 180
IPE 180 O
IPE 180 R
18.8
21.3
22.1
180
182
183
91
92
89
5.3
6
6.4
8
9
9.5
9
9
9
23.9
27.1
28.1
164
164
164
146
146
146
IPE 200
IPE 200 O
IPE 200 R
22.4
25.1
26.6
200
202
204
100
102
98
5.6
6.2
6.6
8.5
9.5
10.5
12
12
12
28.5
32.0
33.9
183
183
183
159
159
159
IPE 220
IPE 220 O
IPE 220 R
26.2
29.4
31.6
220
222
225
110
112
108
5.9
6.6
6.7
9.2
10.2
11.8
12
12
12
33.4
37.4
40.2
201.6
201.6
201.4
177.6
177.6
177.4
IPE 240
IPE 240 O
IPE 240 R
30.7
34.3
37.3
240
242
245
120
122
118
6.2
7
7.5
9.8
10.8
12.3
15
15
15
39.1
43.7
47.5
220.4
220.4
220.4
190.4
190.4
190.4
IPE 270
IPE 270 O
IPE 270 R
36.1
42.3
44
270
274
276
135
136
133
6.6
7.5
7.7
10.2
12.2
13.1
15
15
15
45.9
53.8
56.0
249.6
249.6
249.8
219.6
219.6
219.8
IPE 300
IPE 300 O
IPE 300 R
42.2
49.3
51.7
300
304
306
150
152
147
7.1
8
8.5
10.7
12.7
13.7
15
15
15
53.8
62.8
65.9
278.6
278.6
278.6
248.6
248.6
248.6
IPE 330
IPE 330 O
IPE 330 R
49.1
57
60.3
330
334
336
160
162
158
7.5
8.5
9.2
11.5
13.5
14.5
18
18
18
62.6
72.6
76.8
307
307
307
271
271
271
IPE 360
IPE 360 O
IPE 360 R
57.1
66
70.3
360
364
366
170
172
168
8
9.2
9.9
12.7
14.7
16
18
18
18
72.7
84.1
89.6
334.6
334.6
334
298.6
298.6
298
Section
Medida no estándar. Consulten al Departamento Comercial de Corus la disponibilidad de laminaciones
Non-standard Section Size. Please enquire for availability.
4
Structural Sections in accordance with European Specifications
Página de explicación 3
Explanation page 3
Perfil
ly
cm4
lz
cm4
iy
cm
iz
cm
Wy
cm3
Wz
cm3
Wply
cm3
Wplz
cm3
lȣ
dm6
IT
cm4
G
kg/m
Section
541
611
44.9
48.8
5.74
5.77
1.65
1.63
77.3
86.1
12.3
13.5
88.4
99.1
19.2
21.3
0.0020
0.0022
2.40
3.36
12.9
14.4
IPE 140
IPE 140 R
869
989
68.3
75.7
6.58
6.62
1.84
1.83
109
122
16.7
18.7
124
140
26.1
29.3
0.0040
0.0045
3.54
5.05
15.8
17.7
IPE 160
IPE 160 R
1317
1505
1554
101
117
112
7.42
7.45
7.44
2.05
2.08
2.00
146
165
170
22.2
25.5
25.2
166
189
195
34.6
39.9
39.6
0.0075
0.0088
0.0084
4.73
6.65
7.63
18.8
21.3
22.1
IPE 180
IPE 180 O
IPE 180 R
1943
2211
2363
142
169
166
8.26
8.32
8.35
2.24
2.30
2.21
194
219
232
28.5
33.1
33.8
221
249
265
44.5
51.8
53.1
0.0131
0.0156
0.0155
6.92
9.36
11.7
22.4
25.1
26.6
IPE 200
IPE 200 O
IPE 200 R
2772
3134
3474
205
240
249
9.11
9.16
9.29
2.48
2.53
2.49
252
282
309
37.3
42.8
46.1
285
321
352
58.0
66.8
71.8
0.0228
0.0269
0.0283
9.03
12.2
16.4
26.2
29.4
31.6
IPE 220
IPE 220 O
IPE 220 R
3892
4369
4823
284
329
339
9.97
10.0
10.1
2.69
2.74
2.67
324
361
394
47.3
53.9
57.4
367
410
450
73.8
84.3
90.0
0.0376
0.0439
0.0459
13.0
17.1
22.8
30.7
34.3
37.3
IPE 240
IPE 240 O
IPE 240 R
5790
6947
7312
420
513
516
11.2
11.4
11.4
3.02
3.09
3.03
429
507
530
62.2
75.5
77.6
484
575
602
96.8
118
121
0.0708
0.0880
0.0891
15.9
25.0
29.1
36.1
42.3
44.0
IPE 270
IPE 270 O
IPE 270 R
8356
9994
10500
604
746
728
12.5
12.6
12.6
3.35
3.45
3.32
557
658
686
80.5
98.1
99.0
628
744
780
125
152
154
0.126
0.158
0.155
19.9
31.0
37.0
42.2
49.3
51.7
IPE 300
IPE 300 O
IPE 300 R
11770
13910
14690
788
960
958
13.7
13.8
13.8
3.55
3.64
3.53
713
833
874
98.5
119
121
805
943
995
153
185
190
0.200
0.247
0.247
28.1
42.2
50.6
49.1
57.0
60.3
IPE 330
IPE 330 O
IPE 330 R
16270
19050
20290
1043
1251
1270
15.0
15.0
15.0
3.79
3.86
3.76
904
1047
1109
1019
1186
1262
191
227
236
0.315
0.382
0.389
37.4
55.7
68.7
57.1
66.0
70.3
IPE 360
IPE 360 O
IPE 360 R
123
145
151
5
b
z
Perfiles Europeos
r
con alas paralelas de acuerdo con la Euronorma 19-57
h hi d
y
y
European specification beams
tw
with parallel flanges in accordance with Euronorm 19-57
z
tf
Página de explicación 3
Perfil
Section
Explanation page 3
G
kg/m
h
mm
b
mm
tw
mm
tf
mm
r
mm
A
cm2
hi
mm
d
mm
IPE
IPE
IPE
IPE
400
400 O
400 R
400 V
66.3
75.7
81.5
84
400
404
407
408
180
182
178
182
8.6
9.7
10.6
10.6
13.5
15.5
17
17.5
21
21
21
21
84.5
96.4
104
107
373
373
373
373
331
331
331
331
IPE
IPE
IPE
IPE
450
450 O
450 R
450 V
77.6
92.4
95.2
104
450
456
458
460
190
192
188
194
9.4
11
11.3
12.4
14.6
17.6
18.6
19.6
21
21
21
21
98.8
118
121
132
420.8
420.8
420.8
420.8
378.8
378.8
378.8
378.8
IPE
IPE
IPE
IPE
500
500 O
500 R
500 V
90.7
107
111
129
500
506
508
514
200
202
198
204
10.2
12
12.6
14.2
16
19
20
23
21
21
21
21
116
137
142
164
468
468
468
468
426
426
426
426
IPE
IPE
IPE
IPE
550
550 O
550 R
550 V
106
123
134
159
550
556
560
566
210
212
210
216
11.1
12.7
14
17.1
17.2
20.2
22.2
25.2
24
24
24
24
134
156
170
202
515.6
515.6
515.6
515.6
467.6
467.6
467.6
467.6
IPE
IPE
IPE
IPE
600
600 O
600 R
600 V
122
154
144
184
600
610
608
618
220
224
218
228
12
15
14
18
19
24
23
28
24
24
24
24
156
197
184
234
562
562
562
562
514
514
514
514
IPE
IPE
IPE
IPE
IPE
IPE
IPE
IPE
750
750
750
750
750
750
750
750
137
147
160
173
185
196
210
222
753
753
758
762
766
770
775
778
263
265
266
267
267
268
268
269
11.5
13.2
13.8
14.4
14.9
15.6
16
17
17
17
19.3
21.6
23.6
25.4
28
29.5
17
17
17
17
17
17
17
17
175
187
204
221
236
251
268
283
719
719
719.4
718.8
718.8
719.2
719
719
685
685
685.4
684.8
684.8
685.2
685
685
x
x
x
x
x
x
x
x
137
147
161
173
185
196
210
222
Medida no estándar. Consulten al Departamento Comercial de Corus la disponibilidad de laminaciones
Non-standard Section Size. Please enquire for availability.
6
Structural Sections in accordance with European Specifications
Página de explicación 3
Explanation page 3
ly
cm4
lz
cm4
iy
cm
iz
cm
23130
26750
28860
30140
1318
1564
1606
1766
16.5
16.7
16.7
16.8
33740
40920
42400
46200
1676
2085
2070
2397
48200
57780
59930
70720
Perfil
Wy
cm3
Wz
cm3
Wply
cm3
Wplz
cm3
lȣ
dm6
IT
cm4
G
kg/m
3.95
4.03
3.93
4.06
1156
1324
1418
1477
146
172
180
194
1308
1503
1618
1682
229
269
283
304
0.492
0.590
0.611
0.673
51.3
73.3
92.5
99.6
66.3
75.7
81.5
84.0
IPE
IPE
IPE
IPE
400
400 O
400 R
400 V
18.5
18.6
18.7
18.7
4.12
4.21
4.13
4.26
1500
1795
1851
2009
176
217
220
247
1702
2047
2115
2302
276
341
346
389
0.794
1.00
0.999
1.16
66.7
109
123
149
77.6
92.4
95.2
104
IPE
IPE
IPE
IPE
450
450 O
450 R
450 V
2142
2622
2600
3271
20.4
20.6
20.5
20.8
4.31
4.38
4.28
4.47
1928
2284
2360
2752
214
260
263
321
2195
2613
2710
3169
335
408
414
506
1.25
1.55
1.55
1.97
89.1
143
162
242
90.7
107
111
129
IPE
IPE
IPE
IPE
500
500 O
500 R
500 V
67120
79160
86600
102300
2668
3224
3447
4265
22.3
22.5
22.5
22.5
4.45
4.55
4.50
4.60
2441
2847
3093
3616
254
304
328
395
2788
3264
3563
4206
400
480
520
632
1.89
2.31
2.49
3.12
123
187
242
372
106
123
134
159
IPE
IPE
IPE
IPE
550
550 O
550 R
550 V
92080
118300
110300
141600
3387
4521
3993
5570
24.3
24.5
24.5
24.6
4.66
4.79
4.66
4.88
3069
3879
3629
4582
308
404
366
489
3513
4472
4176
5325
485
639
580
780
2.86
3.88
3.42
4.85
165
316
271
506
122
154
144
184
IPE
IPE
IPE
IPE
600
600 O
600 R
600 V
159900
166100
186100
205800
223000
240300
262200
278200
5166
5289
6073
6873
7510
8175
9011
9604
30.3
29.8
30.2
30.5
30.8
31.0
31.3
31.3
5.44
5.31
5.45
5.57
5.65
5.71
5.80
5.82
4246
4411
4909
5402
5821
6241
6765
7152
393
399
457
515
563
610
672
714
4865
5110
5666
6218
6691
7174
7762
8225
614
631
719
810
884
959
1054
1122
7.00
7.16
8.28
9.42
10.3
11.3
12.6
13.5
135
157
208
270
334
406
512
601
137
147
160
174
185
197
210
222
IPE
IPE
IPE
IPE
IPE
IPE
IPE
IPE
750
750
750
750
750
750
750
750
Section
x
x
x
x
x
x
x
x
137
147
161
173
185
196
210
222
7
b
z
Perfiles Europeos de ala ancha
r
de acuerdo con la Euronorma 53-62
h hi d
y
y
tw
European wide flange beams
in accordance with Euronorm 53-62
z
tf
Página de explicación 3
Perfil
G
kg/m
h
mm
b
mm
tw
mm
tf
mm
r
mm
A
cm2
hi
mm
d
mm
HE 100 A
HE 100 B
16.7
20.4
96
100
100
100
5
6
8
10
12
12
21.2
26.0
80.0
80.0
56.0
56.0
HE 120 A
HE 120 B
19.9
26.7
114
120
120
120
5
6.5
8
11
12
12
25.3
34.0
98.0
98.0
74.0
74.0
HE 140 A
HE 140 B
24.7
33.7
133
140
140
140
5.5
7
8.5
12
12
12
31.4
43.0
116.0
116.0
92.0
92.0
HE 160 A
HE 160 B
HE 160 M
30.4
42.6
76.2
152
160
180
160
160
166
6
8
14
9
13
23
15
15
15
38.8
54.3
97.1
134.0
134.0
134.0
104.0
104.0
104.0
HE 180 A
HE 180 B
HE 180 M
35.5
51.2
88.9
171
180
200
180
180
186
6
8.5
14.5
9.5
14
24
15
15
15
45.3
65.3
113
152.0
152.0
152.0
122.0
122.0
122.0
HE 200 A
HE 200 B
HE 200 M
42.3
61.3
103
190
200
220
200
200
206
6.5
9
15
10
15
25
18
18
18
53.8
78.1
131
170.0
170.0
170.0
134.0
134.0
134.0
HE 220 A
HE 220 B
HE 220 M
50.5
71.5
117
210
220
240
220
220
226
7
9.5
15.5
11
16
26
18
18
18
64.3
91.0
149
188.0
188.0
188.0
152.0
152.0
152.0
HE 240 A
HE 240 B
HE 240 M
60.3
83.2
157
230
240
270
240
240
248
7.5
10
18
12
17
32
21
21
21
76.8
106
200
206.0
206.0
206.0
164.0
164.0
164.0
HE 260 A
HE 260 B
HE 260 M
68.2
93
172
250
260
290
260
260
268
7.5
10
18
12.5
17.5
32.5
24
24
24
86.8
118
220
225.0
225.0
225.0
177.0
177.0
177.0
HE 280 A
HE 280 B
HE 280 M
76.4
103
189
270
280
310
280
280
288
8
10.5
18.5
13
18
33
24
24
24
97.3
131
240
244.0
244.0
244.0
196.0
196.0
196.0
HE 300 A
HE 300 B
HE 300 M
88.3
117
238
290
300
340
300
300
310
8.5
11
21
14
19
39
27
27
27
113
149
303
262.0
262.0
262.0
208.0
208.0
208.0
HE 320 A
HE 320 B
HE 320 M
97.6
127
245
310
320
359
300
300
309
9
11.5
21
15.5
20.5
40
27
27
27
124
161
312
279.0
279.0
279.0
225.0
225.0
225.0
HE 340 A
HE 340 B
HE 340 M
105
134
248
330
340
377
300
300
309
9.5
12
21
16.5
21.5
40
27
27
27
133
171
316
297.0
297.0
297.0
243.0
243.0
243.0
HE 360 A
HE 360 B
HE 360 M
112
142
250
350
360
395
300
300
308
10
12.5
21
17.5
22.5
40
27
27
27
143
181
319
315.0
315.0
315.0
261.0
261.0
261.0
Section
8
Explanation page 3
Structural Sections in accordance with European Specifications
Página de explicación 3
Explanation page 3
ly
cm4
lz
cm4
iy
cm
iz
cm
Wy
cm3
Wz
cm3
Wply
cm3
349
450
134
167
4.06
4.16
2.51
2.53
72.8
89.9
26.8
33.5
83.1
104
606
864
231
318
4.89
5.04
3.02
3.06
106
144
38.5
52.9
1033
1509
389
550
5.73
5.93
3.52
3.58
155
216
1673
2492
5098
616
889
1759
6.57
6.78
7.25
3.98
4.05
4.26
2510
3831
7483
925
1363
2580
7.45
7.66
8.13
3692
5696
10640
1336
2003
3651
5410
8091
14600
1955
2843
5012
7763
11260
24290
2769
3923
8153
10450
14920
31310
Wplz
cm3
Perfil
lȣ
dm6
IT
cm4
G
kg/m
41.1
51.3
0.0026
0.0034
5.28
9.33
16.7
20.4
HE 100 A
HE 100 B
120
165
58.8
80.9
0.0065
0.0094
6.04
13.9
19.9
26.7
HE 120 A
HE 120 B
55.6
78.5
174
245
84.8
120
0.0151
0.0225
8.10
20.2
24.7
33.7
HE 140 A
HE 140 B
220
312
566
76.9
111
212
245
354
675
117
170
325
0.0315
0.0480
0.108
12.1
31.3
161
30.4
42.6
76.2
HE 160 A
HE 160 B
HE 160 M
4.52
4.57
4.77
294
426
748
103
151
277
325
482
884
156
231
425
0.0603
0.0939
0.200
14.9
42.2
201
35.5
51.2
88.9
HE 180 A
HE 180 B
HE 180 M
8.28
8.54
9.00
4.98
5.07
5.27
389
570
967
134
200
354
430
643
1135
204
306
543
0.108
0.171
0.347
21.0
59.7
258
42.3
61.3
103
HE 200 A
HE 200 B
HE 200 M
9.17
9.43
9.89
5.51
5.59
5.79
515
736
1217
178
258
444
569
827
1420
270
394
678
0.194
0.296
0.574
28.6
77.0
313
50.5
71.5
117
HE 220 A
HE 220 B
HE 220 M
10.1
10.3
11.0
6.00
6.08
6.39
675
938
1799
231
327
657
745
1054
2117
351
498
1006
0.329
0.488
1.15
42.1
104
626
60.3
83.2
157
HE 240 A
HE 240 B
HE 240 M
3668
5135
10450
11.0
11.2
11.9
6.50
6.58
6.90
836
1148
2159
282
395
780
920
1283
2524
430
602
1192
0.517
0.755
1.73
54.2
127
720
68.2
93.0
172
HE 260 A
HE 260 B
HE 260 M
13670
19270
39550
4763
6595
13160
11.9
12.1
12.8
7.00
7.09
7.40
1013
1376
2551
340
471
914
1113
1535
2966
518
717
1396
0.786
1.13
2.52
63.5
146
807
76.4
103
189
HE 280 A
HE 280 B
HE 280 M
18260
25170
59200
6310
8563
19400
12.7
13.0
14.0
7.49
7.58
8.00
1260
1678
3482
421
571
1252
1384
1870
4079
640
869
1912
1.20
1.69
4.39
87.8
189
1411
88.3
117
238
HE 300 A
HE 300 B
HE 300 M
22930
30820
68130
6985
9239
19710
13.6
13.8
14.8
7.49
7.57
7.95
1479
1926
3796
466
616
1276
1629
2150
4436
709
938
1950
1.51
2.07
5.01
112
230
1506
97.6
127
245
HE 320 A
HE 320 B
HE 320 M
27690
36660
76370
7436
9690
19710
14.4
14.6
15.6
7.46
7.53
7.90
1678
2156
4052
496
646
1276
1851
2409
4718
755
985
1952
1.83
2.46
5.60
131
263
1512
105
134
248
HE 340 A
HE 340 B
HE 340 M
33090
43190
84870
7887
10140
19520
15.2
15.5
16.3
7.43
7.49
7.83
1891
2400
4297
526
676
1268
2089
2684
4990
801
1032
1942
2.18
2.89
6.15
153
298
1513
112
142
250
HE 360 A
HE 360 B
HE 360 M
Section
9
b
z
Perfiles Europeos de ala ancha
r
de acuerdo con la Euronorma 53-62
h hi d
y
y
tw
European wide flange beams
in accordance with Euronorm 53-62
z
tf
Página de explicación 3
Perfil
Section
Explanation page 3
G
kg/m
h
mm
b
mm
tw
mm
tf
mm
r
mm
A
cm2
hi
mm
d
mm
HE
HE
HE
HE
400
400
400
400
x 107
A
B
M
107
125
155
256
384
390
400
432
297
300
300
307
10
11
13.5
21
16
19
24
40
27
27
27
27
136
159
198
326
352.0
352.0
352.0
352.0
298.0
298.0
298.0
298.0
HE
HE
HE
HE
450
450
450
450
x 123
A
B
M
123
140
171
263
435
440
450
478
300
300
300
307
10.2
11.5
14
21
18.5
21
26
40
27
27
27
27
158
178
218
335
398.0
398.0
398.0
398.0
344.0
344.0
344.0
344.0
HE 500 A
HE 500 B
HE 500 M
155
187
270
490
500
524
300
300
306
12
14.5
21
23
28
40
27
27
27
198
239
344
444.0
444.0
444.0
390.0
390.0
390.0
HE 550 A
HE 550 B
HE 550 M
166
199
278
540
550
572
300
300
306
12.5
15
21
24
29
40
27
27
27
212
254
354
492.0
492.0
492.0
438.0
438.0
438.0
HE
HE
HE
HE
HE
HE
137
151
174
178
212
285
575
582
588
590
600
620
300
300
300
300
300
305
11.8
11.6
13.6
13
15.5
21
17.5
20.6
23.9
25
30
40
27
27
27
27
27
27
175
193
223
226
270
364
540.0
540.8
540.2
540.0
540.0
540.0
486.0
486.8
486.2
486.0
486.0
486.0
HE 650 A
HE 650 B
HE 650 M
190
225
293
640
650
668
300
300
305
13.5
16
21
26
31
40
27
27
27
242
286
374
588.0
588.0
588.0
534.0
534.0
534.0
HE
HE
HE
HE
166
204
241
301
678
690
700
716
300
300
300
304
12.5
14.5
17
21
21
27
32
40
27
27
27
27
212
260
306
383
636.0
636.0
636.0
636.0
582.0
582.0
582.0
582.0
HE 800 A
HE 800 B
HE 800 M
224
262
317
790
800
814
300
300
303
15
17.5
21
28
33
40
30
30
30
286
334
404
734.0
734.0
734.0
674.0
674.0
674.0
HE 900 A
HE 900 B
HE 900 M
252
291
333
890
900
910
300
300
302
16
18.5
21
30
35
40
30
30
30
321
371
424
830.0
830.0
830.0
770.0
770.0
770.0
HE 1000 A
HE 1000 B
HE 1000 M
272
314
349
990
1000
1008
300
300
302
16.5
19
21
31
36
40
30
30
30
347
400
444
928.0
928.0
928.0
868.0
868.0
868.0
600
600
600
600
600
600
700
700
700
700
x 137
x 151
x 174
A
B
M
x 166
A
B
M
Medida no estándar. Consulten al Departamento Comercial de Corus la disponibilidad de laminaciones
Non-standard Section Size. Please enquire for availability.
10
Structural Sections in accordance with European Specifications
Página de explicación 3
ly
cm4
Explanation page 3
G
kg/m
Perfil
lz
cm4
iy
cm
iz
cm
Wy
cm3
Wz
cm3
Wply
cm3
Wplz
cm3
lȣ
dm6
IT
cm4
37640
45070
57680
104100
6998
8564
10820
19340
16.6
16.8
17.1
17.9
7.16
7.34
7.40
7.70
1960
2311
2884
4820
471
571
721
1260
2166
2563
3233
5571
721
872
1103
1933
2.37
2.95
3.82
7.43
126
193
361
1520
107
125
155
256
HE
HE
HE
HE
400
400
400
400
x 107
A
B
M
55860
63720
79890
131500
8338
9465
11720
19340
18.8
18.9
19.1
19.8
7.27
7.29
7.33
7.59
2568
2896
3551
5501
556
631
781
1260
2837
3217
3983
6332
849
965
1197
1938
3.62
4.15
5.27
9.28
178
250
448
1534
124
140
171
263
HE
HE
HE
HE
450
450
450
450
x 123
A
B
M
86970
107200
161900
10370
12620
19150
21.0
21.2
21.7
7.24
7.27
7.46
3550
4287
6180
691
842
1252
3950
4815
7095
1058
1291
1931
5.65
7.03
11.2
318
548
1544
155
187
270
HE 500 A
HE 500 B
HE 500 M
111900
136700
198000
10820
13080
19160
23.0
23.2
23.6
7.15
7.17
7.35
4146
4971
6923
721
872
1252
4623
5591
7934
1106
1340
1936
7.20
8.87
13.6
360
610
1559
166
199
278
HE 550 A
HE 550 B
HE 550 M
101500
117100
136400
141200
171000
237400
7893
9287
10780
11270
13530
18980
24.1
24.7
24.7
25.0
25.2
25.6
6.72
6.94
6.95
7.05
7.08
7.22
3529
4024
4639
4787
5701
7660
526
619
719
751
902
1244
3953
4484
5203
5351
6426
8773
813
952
1108
1155
1390
1930
6.13
7.32
8.57
9.00
11.0
16.0
177
247
374
407
677
1570
137
151
175
178
212
285
HE
HE
HE
HE
HE
HE
175200
210600
281700
11720
13980
18980
26.9
27.1
27.5
6.97
6.99
7.13
5474
6480
8433
782
932
1245
6137
7321
9658
1204
1441
1935
11.0
13.4
18.7
458
749
1584
190
225
293
HE 650 A
HE 650 B
HE 650 M
168900
215300
256900
329300
9471
12180
14440
18800
28.2
28.8
29.0
29.3
6.69
6.84
6.87
7.01
4982
6241
7340
9198
631
812
963
1237
5599
7033
8328
10540
977
1256
1494
1928
10.2
13.4
16.1
21.5
274
522
839
1595
166
204
241
301
HE
HE
HE
HE
303400
359100
442600
12640
14900
18630
32.6
32.8
33.1
6.65
6.68
6.79
7682
8977
10870
843
994
1230
8701
10230
12490
1311
1552
1929
18.3
21.9
27.9
609
959
1657
224
262
317
HE 800 A
HE 800 B
HE 800 M
422100
494100
570400
13550
15820
18450
36.3
36.5
36.7
6.50
6.53
6.60
9485
10980
12540
903
1054
1222
10810
12590
14440
1413
1657
1928
25.0
29.6
34.9
749
1150
1683
252
291
333
HE 900 A
HE 900 B
HE 900 M
553800
644700
722300
14000
16280
18460
40.0
40.1
40.3
6.35
6.38
6.45
11190
12890
14330
934
1085
1222
12830
14860
16570
1469
1715
1939
32.2
37.8
43.2
835
1267
1713
272
314
349
HE 1000 A
HE 1000 B
HE 1000 M
Section
600
600
600
600
600
600
700
700
700
700
x 137
x 151
x 174
A
B
M
x 166
A
B
M
11
r2
Perfiles angulares de lados iguales
t
V
U
Y
de acuerdo con BS EN 10056 – 1: 1993
h
Z
Equal angles
Z
r1
c
according to BS EN 10056 - 1: 1993
t
c
b
U
V
Y
Página de explicación 3
Perfil
Section
L
L
L
L
90
90
90
90
x
x
x
x
L
L
L
L
100
100
100
100
L
L
L
L
90
90
90
90
Explanation page 3
G
kg/m
h
mm
b
mm
t
mm
r1
mm
r2
mm
A
cm2
C
cm
x
x
x
x
6
8
10
12
8.3
10.9
13.4
15.9
90
90
90
90
90
90
90
90
6
8
10
12
11
11
11
11
5.5
5.5
5.5
5.5
10.6
13.9
17.1
20.3
2.41
2.50
2.58
2.66
x
x
x
x
100
100
100
100
x
x
x
x
8
10
12
15
12.2
15.0
17.8
21.9
100
100
100
100
100
100
100
100
8
10
12
15
12
12
12
12
6
6
6
6
15.5
19.2
22.7
27.9
2.74
2.82
2.90
3.02
120
120
120
120
x
x
x
x
120
120
120
120
x
x
x
x
8
10
12
15
14.7
18.2
21.6
26.6
120
120
120
120
120
120
120
120
8
10
12
15
13
13
13
13
6.5
6.5
6.5
6.5
18.7
23.2
27.5
33.9
3.23
3.31
3.40
3.51
L
L
L
L
150
150
150
150
x
x
x
x
150
150
150
150
x
x
x
x
10
12
15
18
23.0
27.3
33.8
40.1
150
150
150
150
150
150
150
150
10
12
15
18
16
16
16
16
8
8
8
8
29.3
34.8
43.0
51.0
4.03
4.12
4.25
4.37
L
L
L
L
160
160
160
160
x
x
x
x
160
160
160
160
x
x
x
x
12
15
18
20
29.3
36.2
42.9
47.3
160
160
160
160
160
160
160
160
12
15
18
20
17
17
17
17
8.5
8.5
8.5
8.5
37.3
46.1
54.7
60.3
4.36
4.49
4.61
4.69
L
L
L
L
180
180
180
180
x
x
x
x
180
180
180
180
x
x
x
x
12
15
18
20
33.1
40.9
48.6
53.7
180
180
180
180
180
180
180
180
12
15
18
20
18
18
18
18
9
9
9
9
42.1
52.1
61.9
68.3
4.85
4.98
5.10
5.18
L
L
L
L
200
200
200
200
x
x
x
x
200
200
200
200
x
x
x
x
16
18
20
24
48.5
54.2
59.9
71.1
200
200
200
200
200
200
200
200
16
18
20
24
18
18
18
18
9
9
9
9
61.8
69.1
76.3
90.6
5.52
5.60
5.68
5.84
Medida no estándar. Consulten al Departamento Comercial de Corus la disponibilidad de laminaciones
Non-standard Section Size. Please enquire for availability.
12
r2
Structural Sections in accordance with European Specifications
Página de explicación 3
Explanation page 3
Perfil
l y = lz
cm4
lu
cm4
lv
cm4
lyz
cm4
iz = iy
cm
iu
cm
iv
cm
Wz = Wy
cm3
IT
cm4
Ƞa
80.4
104
127
148
127
165
201
234
33
43
53
62
-47
-61
-74
-86
2.76
2.74
2.72
2.70
3.47
3.45
3.43
3.40
1.77
1.75
1.75
1.74
12.2
16.1
19.8
23.4
1.45
3.28
6.20
10.5
4.38
3.31
2.64
2.16
L
L
L
L
90
90
90
90
145
177
207
249
230
281
328
393
60
73
86
105
-85
-104
-121
-144
3.06
3.04
3.02
2.98
3.85
3.82
3.80
3.75
1.97
1.95
1.95
1.94
20.0
24.6
29.1
35.6
3.68
6.97
11.8
22.3
3.70
2.95
2.43
1.91
L
L
L
L
100
100
100
100
256
313
368
445
405
497
584
705
106
129
152
185
-150
-184
-216
-260
3.69
3.67
3.65
3.62
4.66
4.63
4.61
4.56
2.38
2.36
2.35
2.33
29.1
36.0
42.7
52.4
4.44
8.41
14.2
27.0
4.51
3.61
3.00
2.36
L
L
L
L
624
737
898
1050
990
1170
1426
1665
258
304
370
435
-366
-433
-528
-615
4.62
4.60
4.57
4.54
5.81
5.80
5.76
5.71
2.96
2.95
2.93
2.92
56.9
67.8
83.5
98.8
10.8
18.2
34.6
58.6
4.52
3.77
3.00
2.47
900
1099
1287
1407
1429
1745
2042
2230
371
453
532
584
-529
-646
-755
-823
4.92
4.89
4.85
4.83
6.19
6.15
6.11
6.08
3.15
3.13
3.12
3.11
77.4
95.5
113
124
19.6
37.2
62.9
85.3
1298
1589
1866
2043
2061
2524
2963
3242
534
654
769
844
-763
-935
-1097
-1199
5.55
5.52
5.49
5.47
7.00
6.96
6.92
6.89
3.56
3.54
3.52
3.51
98.7
122
145
159
2342
2600
2851
3331
3723
4133
4529
5284
960
1067
1173
1378
-1381
-1533
-1678
-1953
6.16
6.13
6.11
6.06
7.76
7.73
7.70
7.64
3.94
3.93
3.92
3.90
162
181
199
235
Section
x
x
x
x
90
90
90
90
x
x
x
x
6
8
10
12
x
x
x
x
100
100
100
100
x
x
x
x
8
10
12
15
120
120
120
120
x
x
x
x
120
120
120
120
x
x
x
x
8
10
12
15
L
L
L
L
150
150
150
150
x
x
x
x
150
150
150
150
x
x
x
x
10
12
15
18
4.02
3.21
2.65
2.36
L
L
L
L
160
160
160
160
x
x
x
x
160
160
160
160
x
x
x
x
12
15
18
20
22.1
42.0
71.2
96.5
4.57
3.65
3.02
2.70
L
L
L
L
180
180
180
180
x
x
x
x
180
180
180
180
x
x
x
x
12
15
18
20
56.1
78.9
107
182
3.85
3.41
3.05
2.50
L
L
L
L
200
200
200
200
x
x
x
x
200
200
200
200
x
x
x
x
16
18
20
24
13
r2
V
Perfiles angulares de lados desiguales
t
de acuerdo con BS EN 10056 – 1: 1993
Y
U
h
Ȋ
Z
Unequal angles
r1
cz
according to BS EN 10056 - 1: 1993
t
Z
r2
cy
U
b
Y
Página de explicación 3
Perfil
Section
G
kg/m
Explanation page 3
h
mm
b
mm
t
mm
r1
mm
r2
mm
A
cm2
Cz
cm
Cy
cm
L 100 x 65 x 7
L 100 x 65 x 8
L 100 x 65 x 10
8.77
9.94
12.3
100
100
100
65
65
65
7
8
10
10
10
10
5
5
5
11.2
12.7
15.6
3.23
3.27
3.36
1.51
1.55
1.63
L 100 x 75 x 8
L 100 x 75 x 10
L 100 x 75 x 12
10.6
13
15.4
100
100
100
75
75
75
8
10
12
10
10
10
5
5
5
13.5
16.6
19.7
3.10
3.19
3.27
1.87
1.95
2.03
L 120 x 80 x 8
L 120 x 80 x 10
L 120 x 80 x 12
12.2
15
17.8
120
120
120
80
80
80
8
10
12
11
11
11
5.5
5.5
5.5
15.5
19.1
22.7
3.83
3.92
4.00
1.87
1.95
2.03
L 125 x 75 x 8
L 125 x 75 x 10
L 125 x 75 x 12
12.2
15
17.8
125
125
125
75
75
75
8
10
12
11
11
11
5.5
5.5
5.5
15.5
19.1
22.7
4.14
4.23
4.31
1.68
1.76
1.84
L 150 x 75 x 10
L 150 x 75 x 12
L 150 x 75 x 15
17
20.2
24.8
150
150
150
75
75
75
10
12
15
12
12
12
6
6
6
21.7
25.7
31.7
5.31
5.40
5.52
1.61
1.69
1.81
L 150 x 90 x 10
L 150 x 90 x 12
L 150 x 90 x 15
18.2
21.6
26.6
150
150
150
90
90
90
10
12
15
12
12
12
6
6
6
23.2
27.5
33.9
5.00
5.08
5.21
2.04
2.12
2.23
L 150 x 100 x 10
L 150 x 100 x 12
L 150 x 100 x 14
19
22.5
26.1
150
150
150
100
100
100
10
12
14
12
12
12
6
6
6
24.2
28.7
33.2
4.81
4.90
4.98
2.34
2.42
2.50
L 200 x 100 x 10
L 200 x 100 x 12
L 200 x 100 x 15
23
27.3
33.7
200
200
200
100
100
100
10
12
15
15
15
15
7.5
7.5
7.5
29.2
34.8
43.0
6.93
7.03
7.16
2.01
2.10
2.22
L 200 x 150 x 12
L 200 x 150 x 15
L 200 x 150 x 18
32
39.6
47.1
200
200
200
150
150
150
12
15
18
15
15
15
7.5
7.5
7.5
40.8
50.5
60.0
6.08
6.21
6.33
3.61
3.73
3.85
Medida no estándar. Consulten al Departamento Comercial de Corus la disponibilidad de laminaciones
Non-standard Section Size. Please enquire for availability.
14
V
Structural Sections in accordance with European Specifications
Página de explicación 3
Explanation page 3
Perfil
lz
cm4
ly
cm4
lu
cm4
lv
cm4
lyz
cm4
iz
cm
iy
cm
iu
cm
iv
cm
Wz
cm3
Wy
cm3
Ȋ
deg
Section
113
127
154
37.6
42.2
51.0
128
144
175
22.1
24.8
30.2
-37.5
-42.2
-50.8
3.17
3.16
3.14
1.83
1.83
1.81
3.39
3.37
3.35
1.41
1.40
1.39
16.6
18.9
23.2
7.53
8.54
10.5
22.42
22.42
22.30
L 100 x 65 x 7
L 100 x 65 x 8
L 100 x 65 x 10
133
162
189
64.1
77.6
90.2
162
197
230
34.7
42.2
49.5
-53.8
-65.1
-75.3
3.14
3.12
3.10
2.18
2.16
2.14
3.47
3.45
3.41
1.60
1.59
1.59
19.3
23.8
28.1
11.4
14.0
16.5
28.69
28.52
28.37
L 100 x 75 x 8
L 100 x 75 x 10
L 100 x 75 x 12
226
276
323
80.8
98.1
114
260
317
371
46.7
56.9
66
-78.2
-95.0
-110.5
3.82
3.80
3.77
2.28
2.26
2.24
4.10
4.08
4.04
1.74
1.73
1.71
27.6
34.1
40.4
13.2
16.2
19.1
23.56
23.45
23.30
L 120 x 80 x 8
L 120 x 80 x 10
L 120 x 80 x 12
247
302
354
67.6
82.1
95.5
274
334
391
40.9
49.9
58.5
-74.2
-90.1
-104.6
4.00
3.97
3.95
2.09
2.07
2.05
4.20
4.18
4.15
1.62
1.62
1.60
29.6
36.5
43.2
11.6
14.3
16.9
19.80
19.67
19.49
L 125 x 75 x 8
L 125 x 75 x 10
L 125 x 75 x 12
501
589
713
85.4
99.6
119
531
624
754
55.2
65
78
-116.0
-135.1
-160.5
4.81
4.78
4.75
1.99
1.97
1.94
4.95
4.93
4.88
1.59
1.59
1.57
51.7
61.3
75.2
14.5
17.1
21.0
14.59
14.45
14.20
L 150 x 75 x 10
L 150 x 75 x 12
L 150 x 75 x 15
533
627
761
146
171
205
591
694
840
88
104
126
-160.3
-187.5
-224.7
4.80
4.78
4.74
2.51
2.49
2.46
5.05
5.02
4.98
1.95
1.94
1.92
53.3
63.3
77.7
21.0
24.8
30.4
19.82
19.72
19.47
L 150 x 90 x 10
L 150 x 90 x 12
L 150 x 90 x 10
553
651
745
198
233
265
637
749
856
114
135
154
-192.2
-225.3
-256.2
4.78
4.76
4.74
2.87
2.85
2.82
5.13
5.11
5.08
2.17
2.17
2.15
54.2
64.4
74.3
25.9
30.7
35.3
23.64
23.58
23.44
L 150 x 100 x 10
L 150 x 100 x 12
L 150 x 100 x 14
1219
1441
1759
210
247
299
1294
1529
1864
135
159
194
-285.3
-335.8
-406.0
6.46
6.43
6.40
2.68
2.67
2.64
6.66
6.63
6.58
2.15
2.14
2.12
93.3
111
137
26.3
31.3
38.4
14.74
14.68
14.54
L 200 x 100 x 10
L 200 x 100 x 12
L 200 x 100 x 15
1653
2023
2376
803
979
1146
2026
2476
2904
430
526
618
-675.0
-824.1
-963.5
6.36
6.33
6.29
4.44
4.40
4.37
7.05
7.00
6.96
3.25
3.23
3.21
119
147
174
70.5
86.9
103
28.90
28.82
28.72
L 200 x 150 x 12
L 200 x 150 x 15
L 200 x 150 x 18
15
Structural Sections in accordance with European Specifications
Tolerancias de laminación - BS EN 10034: 1993
La norma europea especifica las tolerancias dimensionales, del perfil y de la masa de los perfiles universales de acero
estructural. Estos requisitos no son de aplicación en los perfiles de alas inclinadas.
Altura del perfil (h)
Espesor del alma (s)
La desviación con respecto a la altura nominal del
perfil medida en la línea central del espesor del
alma deberá estar dentro de las tolerancias que
se indican en la Tabla 1(a).
La desviación con respecto al espesor nominal
del alma medida en el punto medio de la
dimensión (h) deberá estar dentro de las
tolerancias que se indican en la Tabla 1(c).
Tabla 1 (a) Tolerancia sobre la altura y la sección
transversal.
Altura de la sección h
mm
Tolerancia
mm
Tabla 1 (c) Tolerancias sobre el espesor del alma.
Espesor del alma s
mm
Tolerancia
mm
Menos de 7
±0,7
Hasta 180, inclusive
+3,0
7 y hasta 10, no inclusive
±1,0
-2,0
10 y hasta 20, no inclusive
±1,5
Más de 180 y hasta 400, inclusive
+4,0
20 y hasta 40, no inclusive
±2,0
-2,0
40 y hasta 60, no inclusive
±2,5
+5,0
60 o más
±3,0
Más de 400 y hasta 700, inclusive
-3,0
Más de 700
±5,0
Espesor del ala (t)
La desviación con respecto al espesor nominal
del ala medida en el punto a un cuarto del
ancho del ala deberá estar dentro de las
tolerancias que se indican en la Tabla 1(d).
Ancho del ala (b)
La desviación con respecto al ancho
nominal del ala deberá estar dentro de las
tolerancias que se indican en la Tabla 1(b).
Tabla 1 (d) Tolerancias sobre el espesor del ala.
Tabla 1 (b) Tolerancia sobre el ancho del ala.
Ancho del ala b
mm
Tolerancia
mm
Hasta 110, inclusive
+4,0
-1,0
Más de 110 y hasta 210, inclusive
Grosor del ala t
mm
Tolerancia
mm
Menos de 6,5
+1,5
6,5 y hasta 10, no inclusive
+2,0
10 y hasta 20, no inclusive
+2,5
20 y hasta 30, no inclusive
+2,5
30 y hasta 40, no inclusive
±2,5
40 y hasta 60, no inclusive
±3,0
60 o más
±4,0
-0,5
+4,0
-2,0
Más de 210 y hasta 325, inclusive
±4,0
Más de 325
+6,0
-1,0
-1,5
-5,0
s
y
h
*t
z
z
b
/4
y
b
*t se mide en b/4
16
-2,0
Descuadre (k + kI)
Rectitud (qzz o qyy)
El descuadre de la sección no debe superar el
máximo indicado en la Tabla 2(a).
La rectitud deberá cumplir los requisitos que
se indican en la Tabla 3.
Tabla 2 (a) Tolerancias sobre el descuadre de los
perfiles universales.
Ancho del ala b
Tabla 3 Tolerancia sobre la rectitud de los perfiles
universales.
Altura de la sección h
mm
Descuadre
de las alas k + kI
mm
mm
Tolerancia qzz y qyy
sobre el largo L
%
Hasta 110, inclusive
1,5
Más de 80 y hasta
0,30 L
Más de 110
2% de b
180, inclusive
(máximo 6,5mm)
Más de 180 y hasta
0,15 L
360, inclusive
kI
kI
h
Más de 360
0,1 L
qzz
h
qyy
kI
k
b
b
Descentrado del alma (e)
El espesor en el punto medio del alma no podrá
desviarse con respecto a la posición del ancho medio del
ala en más de la distancia (e) indicada en la Tabla 2(b).
Tabla 2 (b) Tolerancias sobre el descentrado de los
perfiles universales.
Ancho del ala b
mm
mm
Descentramiento del
alma donde e = b1 – b2
2
mm
t < 40
Hasta 110, inclusive
2,5
Más de 110 y hasta
3,5
Tolerancia sobre la masa
La desviación con respecto a la masa nominal de un lote o
una pieza no debe superar el ±4,0%.
La desviación de masa es la diferencia entre la masa real del
lote o pieza y la masa calculada. La masa calculada se
determinará utilizando una densidad de 7850kg/m3.
Tolerancia sobre la longitud
Los perfiles se cortarán a la longitud pedida de acuerdo con
unas tolerancias de:
a) ±50mm; o
b) -0, +100mm cuando se soliciten longitudes minimas.
325, inclusive
t ≥ 40
Más de 325
5,0
Más de 110 y hasta
5,0
L representa la mayor longitud del perfil utilizable, asumiendo
que los extremos del perfil se han cortado a escuadra.
325, inclusive
Más de 325
8,0
L max.
b1
b2
b
L
17
Structural Sections in accordance with European Specifications
Tolerancias de laminación - BS EN 10056-2: 1993
La norma europea especifica las tolerancias dimensionales, del perfil y de la masa de los
perfiles angulares de lados iguales y desiguales de acero estructural laminado en caliente.
Tolerancias del perfil y dimensiones
longitud del ala (a o b)
La desviación con respecto al nominal de la longitud
del ala deberá estar dentro de las tolerancias que se
indican en la Tabla 1(a). Para los perfiles angulares de
lados desiguales, el ala más larga (a) se utilizará para
determinar la banda de tolerancia.
Descuadre (k)
Desviación k
k
El descuadre del perfil no debe
superar el máximo indicado en
la Tabla 1(c). Para los perfiles
angulares de lados desiguales,
el ala más larga (a) se utilizará para
determinar la banda de tolerancia.
k
Tabla 1 (c) Tolerancias sobre el descuadre.
Descuadre – longitud del ala
mm
t
a
Tolerancia
mm
Hasta 100, inclusive
1,0
Más de 100 y hasta 150, inclusive
1,5
Más de 150 y hasta 200, inclusive
2,0
Más de 200
3,0
t
Rectitud (q)
La desviación con respecto a la rectitud
no debe superar las tolerancias que
se indican en la Tabla 1(d). Para los
perfiles angulares de lados desiguales,
el ala más larga (a) se utilizará para
determinar la banda de tolerancia.
b
Tabla 1 (a) Tolerancias dimensionales.
q
L
Tabla 1 (d) Tolerancias sobre la rectitud.
Longitud del ala a
mm
Tolerancia
mm
Largo del ala
a
mm
Hasta 50, inclusive
±1,0
Más de 50 y hasta 100, inclusive
±2,0
Más de 100 y hasta 150, inclusive
±3,0
Más de 150 y hasta 200, inclusive
±4,0
Hasta 150,
+6,0
inclusive
-4,0
Más de 150 y hasta
Más de 200
Tolerancia
Tolerancia
sobre
sobre cualquier parte
toda la longitud
de la longitud
Desviación Longitud
Desviación
q
considerada
q
mm
mm
mm
0,4% L
1,500
6,0
0,2% L
2,000
3,0
0,1% L
3,000
3,0
200, inclusive
Más de 200
Espesor del perfil (t)
Tolerancia sobre la masa
La desviación con respecto al espesor
nominal deberá estar dentro de las tolerancias
que se indican en la Tabla 1(b).
La desviación con respecto a la masa nominal de cualquier
pieza individual no debe superar:
a) ±6% del grosor para t ≤ 4mm, o
b) ±4% del grosor para t > 4mm.
La desviación con respecto a la masa nominal es la
diferencia entre la masa real de la pieza y la masa calculada.
La masa calculada se determinará utilizando una densidad
de 7850kg/m3.
Tabla 1 (b) Tolerancias de espesor.
Espesor de la sección t
mm
18
Tolerancia
mm
Hasta 5, inclusive
±0,50
Tolerancia de longitud
Más de 5 y hasta 10, inclusive
±0,75
Más de 10 y hasta 15, inclusive
±1,00
Más de 15
±1,20
La tolerancia sobre la longitud pedida será:
a) ±50mm; o
b) -0, +100mm cuando se necesiten largos mínimos.
Rolling tolerances - BS EN 10034: 1993
The European Standard specifies tolerances on shape dimensions and mass of structural steel universal beams and columns.
These requirements do not apply to taper flange sections.
Section height (h)
Web thickness (s)
The deviation from nominal on section
height measured at the centre line of
web thickness shall be within the
tolerance given in Table 1(a).
The deviation from nominal on web
thickness measured at the mid-point of
dimension (h) shall be within the
tolerance given in Table 1(c).
Table 1 (a) Tolerance on height and cross-section
Table 1 (c) Tolerances on web thickness
Section height h
mm
Tolerance
mm
Up to and including 180
+3.0
Less than 7
±0.7
-2.0
7 up to but excluding 10
±1.0
+4.0
10 up to but excluding 20
±1.5
-2.0
20 up to but excluding 40
±2.0
+5.0
40 up to but excluding 60
±2.5
-3.0
60 and over
±3.0
Greater than 180 up to and including 400
Greater than 400 up to and including 700
Greater than 700
Web thickness s
mm
Tolerance
mm
±5.0
Flange thickness (t)
Flange width (b)
The deviation from nominal on flange
thickness measured at the quarter
flange width point shall be within the
tolerance given in Table 1(d).
The deviation from nominal on flange
width shall be within the tolerance given
in Table 1(b).
Table 1 (b) Tolerance on flange widths
Table 1 (d) Tolerances on flange thickness
Flange width b
mm
Tolerance
mm
Flange thickness t
mm
Tolerance
mm
Up to and including 110
+4.0
Less than 6.5
+1.5
6.5 up to but excluding 10
+2.0
10 up to but excluding 20
+2.5
20 up to but excluding 30
+2.5
30 up to but excluding 40
±2.5
-1.0
Greater than 110 up to and including 210
+4.0
Greater than 210 up to and including 325
±4.0
Greater than 325
+6.0
-0.5
-2.0
-5.0
-1.0
-1.5
-2.0
s
y
h
*t
z
40 up to but excluding 60
±3.0
60 and over
±4.0
z
b
/4
y
b
*t is measured at b/4
19
Structural Sections in accordance with European Specifications
Out-of-squareness (k + kI)
Straightness (qzz or qyy)
The out-of-squareness of the section shall not
exceed the maximum given in Table 2(a).
The straightness shall comply with the
requirements given in Table 3.
Table 2 (a) Tolerance on out-of-squareness of
universal beams and columns
Flange width b
Table 3 Tolerance on straightness of
universal beams and columns
Section height h
mm
Out-of-squareness
of flanges k + kI
mm
mm
Tolerance qzz and qyy
on length L
%
Up to and including 110
1.5
Greater than 80 up to
0.30 L
Greater than 110
2% of b
and including 180
(maximum 6.5mm)
Greater than 180 up to
0.15 L
and including 360
kI
kI
h
0.1 L
qzz
h
qyy
kI
k
b
b
Web off-centre (e)
Tolerance on mass
The mid-thickness of the web shall not deviate
from the mid-width position on the flange by
more than the distance (e) given in Table 2(b).
The deviation from the nominal mass of a batch or a piece
shall not exceed ±4.0%.
The mass deviation is the difference between the actual mass
of the batch or piece and the calculated mass. The calculated
mass shall be determined using a density of 7850kg/m3.
Table 2 (b) Tolerance on web off-centre of
universal beams and columns
Flange
thickness t
Flange
width b
mm
mm
Web off-centre
where e = b1 – b2
2
mm
t < 40
Up to and including 110
2.5
Greater than 110 up to
3.5
and including 325
t ≥ 40
Greater than 360
Greater than 325
5.0
Greater than 110 up to
5.0
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.
and including 325
Greater than 325
8.0
L max.
b1
b2
b
20
L
Rolling tolerances – BS EN 10056-2: 1993
This European Standard specifies tolerances on shape, dimensions and mass of hot-rolled
structural steel equal and unequal leg angles.
Tolerances on shapes and dimensions
Leg length (a or b)
The deviation from nominal on leg length shall be
within the tolerance given in Table 1(a). For unequal
leg angles the longer leg length (a) shall be used to
determine the tolerance band.
Deviation
k
k
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 tolerances
t
a
Out of square – Leg length
mm
Tolerance
mm
Up to and including 100
1.0
Greater than 100 up to and including 150
1.5
Greater than 150 up to and including 200
2.0
Greater than 200
3.0
t
Straightness (q)
The deviation from straightness
shall not exceed the tolerances
given in Table 1(d). For unequal
leg angles, the longer leg length
(a) shall be used to determine the
tolerance band.
b
Table 1 (a) Dimensional tolerances
Leg length a
mm
L
Table 1 (d) Straightness tolerances
Tolerance
mm
Leg length
a
mm
Tolerance
Tolerance
over
over any part bar length
full bar length
Deviation
Length
Deviation
q
considered
q
mm
mm
mm
Up to and including 50
±1.0
Greater than 50 up to and including 100
±2.0
Greater than 100 up to and including 150
±3.0
Greater than 150 up to and including 200
±4.0
Up to and
+6.0
including 150
-4.0
Greater than 150 up to
Greater than 200
q
0.4% L
1,500
6.0
0.2% L
2,000
3.0
0.1% L
3,000
3.0
and including 200
Greater than 200
Section thickness (t)
Tolerance on mass
The deviation from nominal on thickness
shall be within the tolerances given in
Table 1(b).
The deviation from the nominal mass of any individual piece
shall not exceed:
a) ±6% for thickness for t ≤ 4mm or
b) ±4% for thickness for t > 4mm.
The deviation from the nominal mass is the difference between
the actual mass of the piece and the calculated mass. The
calculated mass shall be determined using a density of
7850kg/m3.
Table 1 (b) Thickness tolerances
Section thickness t
mm
Tolerance
mm
Up to and including 5
±0.50
Tolerance on length
Greater than 5 up to and including 10
±0.75
Greater than 10 up to and including 15
±1.00
Greater than 15
±1.20
The tolerance on ordered length shall be either:
a) ±50mm; or
b) -0, +100mm where minimum lengths are required.
21
Oficinas y agentes de exportación de Corus
Offices and agents for Corus products
Belgium
Corus Benelux (as Netherlands)
Bulgaria
Corus International Bulgaria Ltd
2, Nikolay Haitov str.
1113 Sofia,
Bulgaria
T : +359 (0) 2 4950 180
Czech Republic
Corus Central Europe s.r.o.
4th Floor
Mala Stepanska 9
120 00 Praha 2
Czech Republic
T : +420 224 91 95 45
F : +420 224 91 95 46
Denmark
Corus Denmark AS
Kongevejen 71
PO Box 113
DK-2840 Holte
Denmark
T : +45 (0) 39 96 09 00
F : +45 (0) 39 96 09 49
Estonia
Corus Finland Oy
Finland
Corus Finland Oy
Hitsaajankatu 22
00810 Helsinki
Finland
T : +358 9 4542450
F : +358 9 45424520
France
Corus France SA
3 Allee des Barbanniers
F- 92632 Gennevilliers Cedex
France
T : +33 (0) 1 41 47 33 15
F : +33 (0) 1 40 85 11 49
Germany
Corus International
Deutschland GmbH
Am Trinnelsberg 48
40589 Düsseldorf
Germany
T : +49 (0) 211 4926 0
F : +49 (0) 211 4926 138
Greece
Nicholas Skender Agencies Ltd
2, A G Papendreou Street
Melissa 151 27
Greece
T : +30 (0) 210 8035 445
F : +30 (0) 210 8035 450
22
Hungary
Corus Hungary Kft.
2040 Budaörs
Szabadság u.117
Budapest
Hungary
T : +36 23 507 280
F : +36 23 507 281
Ireland
Corus Ireland Ltd
Suite 6, Block D
The Cubes Office
Beacon South Qtr
Sandyford
Dublin 18
T : +353 1 297 3360
F : +353 1 293 8992
Italy
Corus Italia SrL
Via Rondoni, 1
20146 Milano
Italy
T : +39 02 4225541
F : +39 02 422554250
Latvia
Corus Finland Oy
Lithuania
Corus Finland Oy
Netherlands
Corus Benelux
Ankerkade71
6222 Maastricht
Netherlands
T : +31 (0) 43 407 92 19
F : +31 (0) 43 407 92 97
Norway
Corus Sverige AB (as Sweden)
Poland
Corus Polska Sp. z.o.o.
Ul. Piastowska 7
40-005 Katowice
Poland
T : +48 (0) 32 608 3510
F : +48 (0) 32 608 3502
Portugal
Corus Metal Iberica SA
Sucursal de Portugal
Av. Miguel Bombarda, nr 36 8o l
1050-165 Lisboa
Portugal
T : +351 217 817 040
F : +351 217 817 049
Romania
Corus International Romania SRL
7 Hirsova Street, Sector 3
031 409, Bucharest
Romania
T : +40 (0) 21 323 20 90
F : +40 (0) 21 323 20 91
Spain
Corus Metal Iberica SA
Rosario Pino 14-16
Torre Rioja
28020 Madrid
Spain
T : +34 (0) 91 425 2910
F : +34 (0) 91 5790 234
Sweden
Corus Sverige AB
Amerikahuset
Barlastgatan 2
41463 Gothenburg
Sweden
T : +46 (0) 31 779 3200
F : +46 (0) 31 779 3228
Switzerland
Corus (Schweiz) AG
Zweigniederlassung Basel
Postfach
CH-4020 Basel
Switzerland
T : +41 (0) 6137 89828
F : +41 (0) 6137 89829
Turkey
Corus Çelik Ticaret AS
26 Cumhuriyet Cad.
Pegasus Bldg. Floor 7
34367 Elmadag - Taksim
Istanbul
Turkey
T : +90 (212) 241 5700
F : +90 (212) 241 6366
Los datos de contacto de las oficinas
y agentes de Corus para las
exportaciones fuera de Europa están
disponibles en el sitio Internet de la
sociedad www.corusgroup.com
Contact details for offices and agents
for Corus exports outside of Europe
are available on the company website
www.corusgroup.com
23
www.corusgroup.com
Se ha tenido cuidado para garantizar que esta
información sea precisa, pero Tata Steel UK
Limited y sus filiales no aceptan ninguna
responsabilidad con respecto a los errores
o información que pudiera resultar errónea.
Care has been taken to ensure that this
information is accurate, but Tata Steel UK
Limited, including its subsidiaries, does not
accept responsibility or liability for errors or
information which is found to be misleading.
Copyright 2008
Corus
Copyright 2008
Corus
References to British Standards are in respect
of the current versions and extracts are quoted
by permission of the British Standards Institute
from whom copies of the full standards may be
obtained.
Corus Long Products
Construction & Infrastructure
PO Box 1
Brigg Road
Scunthorpe
DN16 1BP
United Kingdom
T +44(0) 1724 404040
F +44(0) 1724 405600
email: [email protected]
English and Spanish language version
AMB:1000:UK:01/2009