EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES … · 2017. 8. 10. · 160 160 160 166 180 180...
Transcript of EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES … · 2017. 8. 10. · 160 160 160 166 180 180...
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DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Area ofSection
A
Inner DepthBetween Flanges
hi
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
HE 100 AAHE 100 AHE 100 B
12.216.720.4
14.619.926.7
18.124.733.7
23.830.442.676.2
28.735.551.288.9
34.642.361.3103
40.450.571.5117
47.460.383.2157
54.168.293.0172
9196100
109114120
128133140
148152160180
167171180200
186190200220
205210220240
224230240270
244250260290
4.25.06.0
4.25.06.5
4.35.57.0
4.56.08.014.0
5.06.08.514.5
5.56.59.015.0
6.07.09.515.5
6.57.510.018.0
6.57.510.018.0
100100100
120120120
140140140
160160160166
180180180186
200200200206
220220220226
240240240248
260260260268
5.58.010.0
5.58.011.0
6.08.512.0
7.09.013.023.0
7.59.514.024.0
8.010.015.025.0
8.511.016.026.0
9.012.017.032.0
9.512.517.532.5
121212
121212
121212
15151515
15151515
18181818
18181818
21212121
24242424
15.621.226.0
18.625.334.0
23.031.443.0
30.438.854.397.1
36.545.365.3113
44.153.878.1131
51.564.391.0149
60.476.8106200
69.086.8118220
808080
989898
116116116
134134134134
152152152152
170170170170
188188188188
206206206206
225225225225
565656
747474
929292
104104104104
122122122122
134134134134
152152152152
164164164164
177177177177
HE 120 AAHE 120 AHE 120 B
HE 140 AAHE 140AHE 140 B
HE 160 AAHE 160 AHE 160 BHE 160 M
HE 180 AAHE 180 AHE 180 BHE 180 M
HE 200 AAHE 200 AHE 200 BHE 200 M
HE 220 AAHE 220 AHE 220 BHE 220 M
HE 240 MHE 240 AHE 240 13HE 240 M
HE 260 AAHE 260 AHE 260 BHE 260 M
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
237349450
413606864
71910331509
1283167324925098
1967251038317483
29443692569610640
41705410809114600
583577631126024290
7981104501492031310
92.1134167
159231318
275389550
4796168891759
73092513632580
1068133620033651
1510195528435012
2077276939238158
27883668513510450
52.072.889.9
75.8106144
112155216
173220312566
236294426748
317389570967
4075157361217
5216759381799
65483611482159
3.894.064.16
4.724.895.04
5.595.735.93
6.506.576.787.25
7.347.457.668.13
8.178.288.549.00
9.009.179.439.89
9.8310.110.311.0
10.811.011.211.9
2.432.512.53
2.933.023.06
3.453.523.58
3.973.984.054.26
4.474.524.574.77
4.924.985.075.27
5.425.515.595.79
5.876.006.086.39
6.366.506.586.90
18.426.833.5
26.538.552.9
39.355.678.5
59.876.9111212
81.1103151277
107134200354
137178258444
173231327657
214282395780
58.483.0104
84.1119165
124173245
190245345675
258325481883
3474296431135
4455688271419
57174510532117
71492012832524
28.441.151.4
40.658.981.0
59.984.8120
91.4118170325
124156231425
163204306543
209271394679
2643524981006
3284306021192
2.335.289.33
2.596.0413.9
3.438.1020.2
6.4312.131.3161
8.3114.942.2201
12.521.059.7258
15.528.677.0313
22.142.1104626
30.154.2127720
0.0020.0030.003
0.0040.0060.009
0.0100.0150.023
0.0240.0310.0480.108
0.0460.0600.0940.200
0.0850.1080.1710.347
0.1460.1940.2960.574
0.2400.3290.4881.15
0.3830.5170.7551.73
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
61.276.4103189
69.888.3117177238
74.297.6127245
78.9105134248
83.7112142250
92.4107125155256
100123140171263
107155187270
264270280310
283290300320340
301310320359
320330340377
339350360395
378384390400432
425435440450478
472490500524
280280280288
300300300305310
300300300309
300300300309
300300300308
300297300300307
300300300300307
300300300306
7.08.010.518.5
7.58.511.016.021.0
8.09.011.521.0
8.59.512.021.0
9.010.012.521.0
9.510.011.013.521.0
10.010.211.514.021.0
10.512.014.521.0
10.013.018.033.0
10.514.019.029.039.0
11.015.520.540.0
11.516.521.540.0
12.017.522.540.0
13.016.019.024.040.0
13.518.521.026.040.0
14.023.028.040.0
24242424
2727272727
27272727
27272727
27272727
2727272727
2727272727
27272727
7897.3131240
88.9113149225303
94.6124161312
101133171316
107143181319
118136159198326
127158178218335
137198239344
244244244244
262262262262262
279279279279
297297297297
315315315315
352352352352352
398398398398398
444444444444
196196196196
208208208208208
225225225225
243243243243
261261261261
298298298298298
344344344344344
390390390390
HE 280 AAHE 280 AHE 280 BHE 280 M
HE 300 AAHE 300 AHE 300 BHE 300 CHE 300 M
HE 320 AAHE 320 AHE 320 BHE 320 M
HE 340 AAHE 340 AHE 340 BHE 340 M
HE 360 AAHE 360 AHE 360 BHE 360 M
HE 400 AAHE 400 x 107HE 400 AHE 400 BHE 400 M
HE 450 AAHE 450 x 123HE 450 AHE 450 BHE 450 M
HE 500 AAHE 500 AHE 500 BHE 500 M
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Area ofSection
A
Inner DepthBetween Flanges
hi
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
10560136701927039550
1380018260251704095059200
16450229303082068130
19550276903666076370
23040330904319084870
31250376404507057680104100
41890558606372079890131500
5464086970107200161900
36644763659513160
4734631085631374019400
49596985923919710
51857436969019710
541078871014019520
5861699885641082019340
6088833894651172019340
6314103701262019150
11.611.912.112.8
12.512.713.013.514.0
13.213.613.814.8
13.914.414.615.6
14.715.215.516.3
16.316.616.817.117.9
18.218.818.919.119.8
20.021.021.221.7
6.857.007.097.40
7.307.497.587.808.00
7.247.497.577.95
7.187.467.537.90
7.127.437.497.83
7.067.207.347.407.70
6.927.277.297.337.59
6.797.247.277.46
800101313762551
9761260167825593482
1093147919263796
1222167821564052
1359189124004297
16541960231128844820
19712568289635515501
2315355042876180
262340471914
3164215719011252
3314666161276
3464966461276
3615266761268
3914715717211260
4065566317811260
4216918421252
873111215342966
10651383186929274078
1196162821494435
1341185024084718
1495208826834989
18242165256232325571
21832836321639826331
2576394948157094
3995187181397
48264187013741913
5067109391951
5297569861953
55380210321942
60072187311041934
62485096611981939
649105912921932
0.5910.7861.132.52
0.8791.201.692.914.39
1.041.512.075.01
1.231.832.465.60
1.452.182.896.15
1.952.372.953.827.43
2.583.624.155.279.28
3.315.657.0311.2
35.563.5146807
47.887.81896041411
53.61122301506
60.01312631512
67.11532981513
81.31261933611520
91.41782504481534
1033185481544
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
HE 550 AAHE 550 AHE 550 BHE 550 M
120166199278
129137151174178212285
138190225293
150166204241301
172224262317
198252291333
222272314349
522540550572
571575582588590600620
620640650668
670678690700716
770790800814
870890900910
97099010001008
300300300306
300300300300300300305
300300300305
300300300300304
300300300303
300300300302
300300300302
11.512.515.021.0
12.011.811.613.613.015.521.0
12.513.516.021.0
13.012.514.517.021.0
14.015.017.521.0
15.016.018.521.0
16.016.519.021.0
15.024.029.040.0
15.517.520.623.925.030.040.0
16.026.031.040.0
17.021.027.032.040.0
18.028.033.040.0
20.030.035.040.0
21.031.036.040.0
27272727
27272727272727
27272727
2727272727
30303030
30303030
30303030
153212254354
164175193223226270364
176242286374
191212260306383
218286334404
252321371424
282347400444
492492492492
540540540540540540540
588588588588
636636636636636
734734734734
830830830830
928928928928
438438438438
486486486486486486486
534534534534
582582582582582
674674674674
770770770770
868868868868
HE 600 AAHE 600 x 137HE 600 x 151HE 600 x 174HE 600 AHE 600 BHE 600 M
HE 650 AAHE 650 AHE 650 BHE 650 M
HE 700 AAHE 700 x 166HE 700 AHE 700 BHE 700 M
HE 800 AAHE 800 AHE 800 BHE 800 M
HE 900 AAHE 900 AHE 900 BHE 900 M
HE 1000 AAHE 1000 AHE 1000 BHE 1000 M
DesignationWeight per
MetreG
Depth ofSection
h
Depth ofSection
b
Thickness ofWeb
tw
Thickness ofWeb
tf
Radius of theRoof Fillet
r
Area ofSection
A
Area ofSection
A
Inner DepthBetween Flanges
hi
Inner DepthBetween Flanges
hi
Depth of StraightPortion of Web
hi
kg/m mm mm mm mm mm mm mmcm²
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
72870111900136700198000
91870101500117100136400141200171000237400
113900175200210600281700
142700168900215300256900329300
208900303400359100442600
301100422100494100570400
406500553800644700722300
6767108201308019160
69937893928710780112701353018980
7221117201398018980
76739471121801444018800
8134126401490018630
9041135501582018450
9501140001628018460
21.823.023.223.6
23.724.124.724.725.025.225.6
25.526.927.127.5
27.328.228.829.029.3
30.932.632.833.1
34.636.336.536.7
38.040.040.140.3
6.657.157.177.35
6.536.706.907.007.057.087.22
6.416.976.997.13
6.346.696.846.877.01
6.106.656.686.79
5.996.506.536.60
5.806.356.386.45
2792414649716923
3218252940244639478757017660
3676547464808433
42604982624173409198
54267682897710870
692394851098012540
8380111901289014330
4517218721252
4665266197197519021244
4817829321245
5126318129631237
5428439941230
60390310541222
63393410851222
3128462255917933
3623395244835202535064258772
4160613673209657
484055987032832710540
622586991023012490
7999108101258014440
9777128201486016570
699110713411937
7248149531109115613911930
751120514411936
800978125714951929
857131215531930
958141416581929
1016147017161940
4.357.208.8713.60
5.406.137.328.579.0011.0016.00
6.5911.0013.4018.70
8.1810.2013.4016.1021.50
11.5018.3021.9027.90
16.3025.0029.6034.90
21.4032.2037.8043.20
1273606101559
1421772473744076771570
1584587491584
1862745228391595
2436099591657
32274911501683
38783512671713
Moment ofInertia
Radius ofModulus
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz
Elastic SectionalModulus
Wy Wz
Plastic SectionModulus
Wply Wplz
WarpingConstant
TorsionalConstant
lw lt
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationG h b tw tf r AA hihi dd
kg/m mm mm mm mm mm mm mmcm²
IPE 100AIPE 100
6.898.10
8.6610.4
10.512.914.4
12.715.817.7
15.418.821.322.1
18.422.425.126.6
22.226.229.431.6
26.230.734.337.3
98100
118120
138140142
157160162
177180182183
197200202204
217220222225
237240242245
5555
6464
737372
828281
91919289
10010010298
110110112108
120120122118
3.64.1
3.84.4
3.84.75.3
4.05.05.6
4.35.36.06.4
4.55.66.26.6
5.05.96.66.7
5.26.27.07.5
4.75.7
5.16.3
5.66.97.8
5.97.48.5
6.58.09.09.5
7.08.59.510.5
7.79.210.211.8
8.39.810.812.3
77
77
777
999
9999
12121212
12121212
15151515
8.7810.3
11.013.2
13.416.418.4
16.220.122.6
19.623.927.128.1
23.528.532.033.9
28.333.437.440.2
33.339.143.747.5
88.688.6
107.4107.4
126.2126.2126.4
145.2145.2145.0
164.0164.0164.0164.0
183.0183.0183.0183.0
201.6201.6201.6201.4
220.4220.4220.4220.4
74.674.6
93.493.4
112.2112.2112.4
127.2127.2127.0
146.0146.0146.0146.0
159.0159.0159.0159.0
177.6177.6177.6177.4
190.4190.4190.4190.4
IPE 120AIPE 120
IPE 140 AIPE 140IPE 140 R
IPE 160AIPE 160IPE 160 R
IPE 180 AIPE 180IPE 180 0IPE 180 R
IPE 200 AIPE 200IPE 200 0IPE 200 R
IPE 220 AIPE 220IPE 220 0IPE 220 R
IPE 240 AIPE 240IPE 240 0IPE 240 R
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cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
141171
257318
435541611
689869989
1063131715051554
1591194322112363
2317277231343474
3290389243694823
13.115.9
22.427.7
36.444.948.8
54.468.375.7
81.9101117112
117142169166
171205240249
240284329339
4.014.07
4.834.90
5.705.745.77
6.536.586.62
7.377.427.457.44
8.238.268.328.35
9.059.119.169.29
9.949.9710.010.1
1.221.24
1.421.45
1.651.651.63
1.831.841.83
2.052.052.082.00
2.232.242.302.21
2.462.482.532.49
2.682.692.742.67
28.834.2
43.853.0
63.377.386.1
87.8109122
120146165170
162194219232
214252282309
278324361394
4.775.79
7.008.65
9.9812.313.5
13.316.718.7
18.022.225.525.2
23.428.533.133.8
31.237.342.846.1
40.047.353.957.4
33.039.4
49.960.7
71.688.399.1
99.1124140
135166189195
182221249265
240285321352
312367410450
7.549.15
11.013.6
15.519.221.3
20.726.129.4
28.034.639.939.7
36.544.651.953.2
48.558.166.971.8
62.473.984.490.1
0.0000.000
0.0010.001
0.0020.0020.002
0.0030.0040.004
0.0060.0070.0090.008
0.0110.0130.0160.016
0.0190.0230.0270.028
0.0310.0380.0440.046
0.7271.16
0.9961.69
1.342.403.36
1.933.545.05
2.674.736.657.63
4.146.929.3611.7
5.689.0312.216.4
8.5013.017.122.8
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
DesignationG h b tw tf r A hi d
kg/m mm mm mm mm mm mm mmcm²
IPE 270 AIPE 270IPE 270 0IPE 270 R
30.736.142.344.0
36.542.249.351.7
43.049.157.060.3
50.257.166.070.3
57.466.375.781.584.0
67.277.692.495.2104
267270274276
297300304306
327330334336
357.6360364366
397400404407408
447450456458460
135135136133
150150152147
160160162158
170170172168
180180182178182
190190192188194
5.56.67.57.7
6.17.18.08.5
6.57.58.59.2
6.68.09.29.9
7.08.69.710.610.6
7.69.411.011.312.4
8.710.212.213.1
9.210.712.713.7
10.011.513.514.5
11.512.714.716.0
12.013.515.517.017.5
13.114.617.618.619.6
15151515
15151515
18181818
18181818
2121212121
2121212121
39.145.953.856.0
46.553.862.865.9
54.762.672.676.8
64.072.784.189.6
73.184.596.4104107
85.598.8118121132
249.6249.6249.6249.8
278.6278.6278.6278.6
307.0307.0307.0307.0
334.6334.6334.6334.0
373.0373.0373.0373.0373.0
420.8420.8420.8420.8420.8
219.6219.6219.6219.8
248.6248.6248.6248.6
271.0271.0271.0271.0
298.6298.6298.6298.0
331.0331.0331.0331.0331.0
378.8378.8378.8378.8378.8
IPE 300 AIPE 300IPE 300 0IPE 300 R
IPE 330 AIPE 330IPE 330 0IPE 330 R
IPE 360 AIPE 360IPE 360 0IPE 360 R
IPE 400 AIPE 400IPE 400 0IPE 400 RIPE 400 V
IPE 450 AIPE 450IPE 450 0IPE 450 RIPE 450 V
DesignationG h b tw tf r AA hihi dd
kg/m mm mm mm mm mm mm mmcm²
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EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
4917579069477312
71738356999410500
10230117701391014690
14520162701905020290
2029023130267502886030140
2976033740409204240046200
358420513516
519604746728
685788960958
944104312511270
11711318156416061766
15021676208520702397
11.211.211.411.4
12.412.512.612.6
13.713.713.813.8
15.115.015.015.0
16.716.516.716.716.8
18.718.518.618.718.7
3.023.023.093.03
3.343.353.453.32
3.543.553.643.53
3.843.793.863.76
4.003.954.033.934.06
4.194.124.214.134.26
368429507530
483557658686
626713833874
81290410471109
10221156132414181477
13311500179518512009
53.062.275.577.6
69.280.598.199.0
85.698.5119121
111123145151
130146172180194
158176217220247
412484575602
542628744780
702804943995
907101911861262
11441307150216181681
14941702204621152301
82.397.0118121
107125153155
133154185190
172191227236
202229269284304
246276341346389
0.0600.0710.0880.089
0.1070.1260.1580.155
0.1720.2000.2470.247
0.2830.3150.3820.389
0.4340.4920.5900.6110.673
0.7070.7941.000.9991.16
10.415.925.029.1
13.319.931.037.0
19.628.142.250.6
27.437.455.768.7
36.251.373.392.599.6
47.166.7109123149
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
-
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
IPE 500 0
IPE 500 R
IPE 500 V
IPE 550 A
IPE 550
IPE 550 0
IPE 550 R
IPE 550 V
IPE 600 A
IPE 600
IPE 600 0
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
DesignationG h b tw tf r A hi d
kg/m mm mm mm mm mm mm mmcm²
IPE 500A
IPE 500
79.4
90.7
107
111
129
92.1
105
123
134
159
108
122
154
144
184
137
147
160
173
185
196
210
222
497
500
506
508
514
547
550
556
560
566
597
600
610
608
618
753
753
758
762
766
770
775
778
200
200
202
198
204
210
210
212
210
216
220
220
224
218
228
263
265
266
267
267
268
268
269
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
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
21
21
21
21
21
24
24
24
24
24
24
24
24
24
24
17
17
17
17
17
17
17
17
101
116
137
142
164
117
134
156
170
202
137
156
197
184
234
175
187
204
221
236
251
268
283
468.0
468.0
468.0
468.0
468.0
515.6
515.6
515.6
515.6
515.6
562.0
562.0
562.0
562.0
562.0
719.0
719.0
719.4
718.8
718.8
719.2
719.0
719.0
426.0
426.0
426.0
426.0
426.0
467.6
467.6
467.6
467.6
467.6
514.0
514.0
514.0
514.0
514.0
685.0
685.0
685.4
684.8
684.8
685.2
685.0
685.0
DesignationG h b tw tf r AA hihi dd
kg/m mm mm mm mm mm mm mmcm²
-
EUROPEAN SPECIFICATION BEAMS WITHPARALLEL FLANGES IN ACCORDANCEWITH EURONORM 53-62
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
42930
48200
57780
59930
70720
59980
67120
79160
86600
102300
82920
92080
118300
110300
141600
159900
166100
186100
205800
223000
240300
262200
278200
1939
2142
2622
2600
3271
2432
2668
3224
3447
4265
3116
3387
4521
3993
5570
5166
5289
6073
6873
7510
8175
9011
9604
20.6
20.4
20.6
20.5
20.8
22.6
22.3
22.5
22.5
22.5
24.6
24.3
24.5
24.5
24.6
30.3
29.8
30.2
30.5
30.8
31.0
31.3
31.3
4.38
4.31
4.38
4.28
4.47
4.55
4.45
4.55
4.50
4.60
4.77
4.66
4.79
4.66
4.88
5.44
5.31
5.45
5.57
5.65
5.71
5.80
5.82
1728
1928
2284
2360
2752
2193
2441
2847
3093
3616
2778
3069
3879
3629
4582
4246
4411
4909
5402
5821
6241
6765
7152
194
214
260
263
321
232
254
304
328
395
283
308
404
366
489
393
399
457
515
563
610
672
714
1946
2194
2613
2709
3168
2475
2787
3263
3562
4205
3141
3512
4471
4175
5324
4865
5110
5666
6218
6691
7174
7762
8225
302
336
409
415
507
362
401
481
521
632
442
486
640
580
780
614
631
720
810
884
959
1054
1122
1.13
1.25
1.55
1.55
1.97
1.72
1.89
2.31
2.49
3.12
2.62
2.86
3.88
3.42
4.85
7.00
7.16
8.28
9.42
10.3
11.3
12.6
13.5
64.3
89.1
143
162
242
89.3
123
187
242
372
122
165
316
271
506
135
157
208
270
334
406
512
601
cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4cm cm
Iy Iz iy iz Wy Wz Wply Wplz lw lt
-
IPNEuropean Standard BeamsFlange slope : 14%, Dimensions : DIN 1025-1: 1963, NF A 45-209 (1983)Tolerances : EN 10024: 1985, Surface Condition according to EN 10163-3: 1991, class C, subclass 1
IPN 80 5.94
IPN 100 8.34IPN 120 11.1IPN 140 14.3IPN 160 17.9IPN 180 21.9
IPN 200 26.2IPN 220 31.1IPN 240 36.2IPN 260 41.9IPN 280 47.9
IPN 300 54.2IPN 320 61.0IPN 340 68.0IPN 360 76.1IPN 380 84.0
IPN 400 92.4IPN 450 115
IPN 500 141IPN 550 166
IPN 600 199
80
100120140160180
200220240260280
300320340360380
400450
500550
600
42
5058667482
9098106113119
125131137143149
155170
185200
215
3.9
4.55.15.76.36.9
7.58.18.79.410.1
10.811.512.213
13.7
14.416.2
1819
21.6
80
100120140160180
200220240260280
300320340360380
400450
500550
600
5.9
6.87.78.69.510.4
11.312.213.114.115.2
16.217.318.319.520.5
21.624.3
2730
32.4
3.9
4.55.15.76.36.9
7.58.18.79.410.1
10.811.512.213
13.7
14.416.2
1819
21.6
2.3
2.73.13.43.84.1
4.54.95.25.66.1
6.56.97.37.88.2
8.69.7
10.811.9
13
7.58
10.614.218.322.827.9
33.439.546.153.361
6977.786.797107
118147
179212
254
59
757924
109.1125.8142.4
159.1175.8192.5208.9225.1
241.6257.9274.3290.2306.7
322.9363.6
404.3445.6
485.8
-
-----
-M10M10M12M12
M12M12M12M12M16
M16M16
M20M22
M24
-
-----
-56606268
7480869286
92106
110118
128
G h b tw tf Pmin Pmaxr1 AAØØ
dd
kg/m mm mm mm mm mm
r2mm mm mm mmmm²
x 10²
Designation Dimensions Dimensions for Detailing
ssp
45o
d
twtf
h yy
zz
b
r1r2
b4
-
IPNEuropean Standard BeamsFlange slope : 14%, Dimensions : DIN 1025-1: 1963, NF A 45-209 (1983)Tolerances : EN 10024: 1985, Surface Condition according to EN 10163-3: 1991, class C, subclass 1
19.5
34.254.781.9117161
214278354442542
65378292310901260
14602040
27503610
4627
0.304
0.3700.4390.5020.5750.640
0.7090.7750.8440.9060.966
1.031.091.151.211.27
1.331.48
1.631.80
1.97
51.09
44.4739.3834.9432.1329.22
27.0424.9923.3221.6520.17
19.0217.8716.9015.8915.12
14.3612.83
11.6010.80
989
77.8
1713285739351450
21403060425057407590
980012510157001961024010
2921045850
6874099180
138800
22.8
39.863.6954136187
250324412514632
762914108012761482
17142400
32404240
5452
3.2
4.014.815.616.47.2
8.008.809.5910.411.1
11.912.713.514.215.0
15.717.7
19521.6
23.39
3.41
4.856.638.6510.8313.35
16.0319.0622.3326.0830.18
34.5839.2644.2749.9555.55
61.6977.79
95.6111.3
138.0
6.29
12.221.535.254.781.3
117162221288364
451555674818975
11601730
24803490
4674
3
4.887.4110.714.819.8
2633.141.751
61.2
72.284.798.4114131
149203
268349
435
5
8.112.417.924.933.2
43.555.770
85.9103
121143166194221
253345
456592
752
0.91
1.071.231.41.551.71
1.872.022.22.322.45
2.562.672.82.93.02
3.133.43
3.724.02
4.29
21.6
2528.431.835.238.6
4245.448.952.656.4
60.163.967.671.875.4
79.388.9
98.5107.3
117.6
0.87
1.62.714.326.579.58
13.518.625
33.544.2
56.872.590.4115141
170267
402544
787
0.09
0.270.691.543.145.92
10.517.828.744.164.6
91.8129176240319
420791
14002390
3814
AL
SurfaceSection Properties
Strong Axis
x 104
x 103
x 103
x 10 x 102
x 104
x 103
x 103
x 10 x 104
x 109
Weak Axis z-z
AG ly Wy Wpl.y SSiym²/m mm³m²/t mm³
Wzmm³mm² mm� mm�mm³
Wpl.zmm³mm
iy lw x 10-3
mm
lzAvzmm
Itmm6
ssp
45o
d
twtf
h yy
zz
b
r1r2
b4