european specification beams with parallel flanges … · 2017. 8. 10. · 160 160 160 166 180 180...

14
Designation Weight per Metre G Depth of Section h Depth of Section b Thickness of Web t w Thickness of Web t f Radius of the Roof Fillet r Area of Section A Area of Section A Inner Depth Between Flanges h i Inner Depth Between Flanges h i Depth of Straight Portion of Web h i kg/m mm mm mm mm mm mm mm cm² HE 100 AA HE 100 A HE 100 B 12.2 16.7 20.4 14.6 19.9 26.7 18.1 24.7 33.7 23.8 30.4 42.6 76.2 28.7 35.5 51.2 88.9 34.6 42.3 61.3 103 40.4 50.5 71.5 117 47.4 60.3 83.2 157 54.1 68.2 93.0 172 91 96 100 109 114 120 128 133 140 148 152 160 180 167 171 180 200 186 190 200 220 205 210 220 240 224 230 240 270 244 250 260 290 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 18.0 100 100 100 120 120 120 140 140 140 160 160 160 166 180 180 180 186 200 200 200 206 220 220 220 226 240 240 240 248 260 260 260 268 5.5 8.0 10.0 5.5 8.0 11.0 6.0 8.5 12.0 7.0 9.0 13.0 23.0 7.5 9.5 14.0 24.0 8.0 10.0 15.0 25.0 8.5 11.0 16.0 26.0 9.0 12.0 17.0 32.0 9.5 12.5 17.5 32.5 12 12 12 12 12 12 12 12 12 15 15 15 15 15 15 15 15 18 18 18 18 18 18 18 18 21 21 21 21 24 24 24 24 15.6 21.2 26.0 18.6 25.3 34.0 23.0 31.4 43.0 30.4 38.8 54.3 97.1 36.5 45.3 65.3 113 44.1 53.8 78.1 131 51.5 64.3 91.0 149 60.4 76.8 106 200 69.0 86.8 118 220 80 80 80 98 98 98 116 116 116 134 134 134 134 152 152 152 152 170 170 170 170 188 188 188 188 206 206 206 206 225 225 225 225 56 56 56 74 74 74 92 92 92 104 104 104 104 122 122 122 122 134 134 134 134 152 152 152 152 164 164 164 164 177 177 177 177 HE 120 AA HE 120 A HE 120 B HE 140 AA HE 140A 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 M HE 240 A HE 240 13 HE 240 M HE 260 AA HE 260 A HE 260 B HE 260 M EUROPEAN SPECIFICATION BEAMS WITH PARALLEL FLANGES IN ACCORDANCE WITH EURONORM 53-62

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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

  • 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

  • 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

  • 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

  • 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

  • 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

  • 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

  • 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

  • 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

  • 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