5950 member capacities for s275.pdf

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C. MEMBER CAPACITIESS275

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COMPRESSIONS 5950-1: 000UB SECTIONSSUBJECT TO AXIAL COMPRESSION

x - -1COMPRESSION RESISTANCE FOR S275Compression resistance, Pcx,P (kN)forlength8.0-SectionDesignation Effectil7.0- LE (m)9.01560047801400044301260038901160037101000032708270282074 70240065201980129007400114006440946031 2079102680675022805870193070802300581018505140161062901700531014304290115039301020

-

--

-

-

-

-14.0-2.0 -3.0 -4.0 -5.0 -6.0 -10.0 -11.0 -12.0 -13.0xis1580014700142001330012800119001 17001120010100964083407950754071606580621013100129001 15001140096009220801076306840651059505650

--

1580013200142001220012800109001 17001040010100896083407410754066406580574013100124001 15001100096008610801071106840606059505240

--

158001160014200109001280096801 1700935010100836083406730754059806580512013100118001 15001040096007780801067006840549059504730

--

1580099301420093701280083101 1700808010100720083406090754054806580467013100111001 1500982096006740801058506840508059504200

--

158008310142007840128006930117006730101005970834051 60754044706580375013100103001 150090909600563080104860684041 9059503600

--

1580068901420064701280057001 170055001010048608340420075403610658030001310094201 150082509570462080003970682034005940290071 703430588027905200243063802590538021 904360176039801580

--

-

-

-

1570057201410053301270046901 170044901010039708310343075102930655024201300084101 140073409520378079503250679027705900235071302800585022605170196063302080535017504330141039601260

--

-

-

-

1540040401390037301250032701160030901000027308230235074302000648016401280064701140056109400261078602230671019005840160070401920577015405100133062401410527011904260950

3900844

--

--

-

1530034501380031 601240027701150026109940230081801990739016806450138012800564011300489093502200781018906670160058001350699016205730130050701120619011905220997

4230798

3870708

--

-

-

-

151002970137002720123002380115002230988019708140170073501440641011801270049301120042709280188077601610662013705760115069401380569011105030958613010105180849

41906793830602

--

-

-

-

150002580136002350122002060114001930982017008090147073101240637010101260043301110037409220163077101390658011805720996689011905650958

4990826

607087 1

513073 1

4150585

3800518

--

-

-

-

1480022701350020601210018001130016809760148080401280726010806330883

12500382011100330092201420766012106530103056808676830104056008344950720

6010758

5080636

41 10508

3760450

--

-

-

-

1016x305~487#+1016x305~437#+1016x305~393 +1016x305~349 +' 016x305~314#+'1016x305~272#+

1016x305~249#+1016x305~222#+914x41 9x388#914x419x343#914x305~289914x305~253' 14x305~224914x305~201#

72106840591056005230494064406020544050804400410040203750

-

-

72106350591051905230457064405650544046404400374040203410

-

-

72105990591046705230410064404920544042504400326040202960

-

-

721051 30591042505230370064404070544034804400285040202580

-

-

72104230591034605230303064203250542027604390224040102020

-

-

838x292~226#838x292~194#

* 838x292~176#762x267~197

* 762x267~173762x267~147762x267~134

b Check availability.+Section is not given in BS 4-1:1993.Section may be slender under axial compression.

Values in italic type indicate that the section is slender when loaded to capacity and allowance has been m ade in calculatingthe capacity.FOR EXPLANATION OF TABLES SEE NOTE 6.1

c - 2Licensedcopy:timw,MWHUKLimited,26/08/2005,Uncontr

olledCopy,SCI


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COMPRESSION

6.056102690483023604320212037601820794051805970382047903150461019103960168034901480314012804020148036001300325011902950107025909133210106029309482740852

2410766

2120670

I BS5950-1: 2000 IBS 4-1 :1993

7.055702130480018604290167037301430787043705920320047502630456014903930131034601150311099039801150356010003210918

2920820

2560699317081028907262730651

2370585

2090510

UB SECTIONSSUBJECT TO AXIAL COMPRESSION

2570574018604620

x - -I2180 1870 1620 14205680 5600 5520 54401580 1350 1170 10204560 4510 4440 4370

ICOMPR ESSION RESISTANCE FOR S275 Y

7943810694

3360608

3010520

666 566 487 4233770 3720 3660 3600582 494 425 369

3320 3270 3220 3170509 433 372 323

2980 2940 2890 2840436 370 318 276

38206033420526

3090482

2810429

2460364300042227303792580338

22503031980264

3760 3690 3610 3520505 429 368 3203370 3300 3230 3150440 374 321 279

3040 3030 3000 2920403 342 294 255

2760 2710 2650 2590358 304 261 227

2420 2370 2320 2260304 258 222 1922930 2850 2750 2640353 300 257 2232670 2590 2500 2400316 268 230 2002510 2430 2340 2240282 239 205 178

2190 2150 2130 2030253 215 184 1601940 1880 1810 1770221 187 160 139

Compression resistance,Pcx,P (kN)for

Effective lenathSection

Designation LE (m)9.0

54801390472012104220109036709257730305058102210466018204520962

3850841

3390737

3050632

-

-

-

--8.0552017004760149042601340370011407800365058602660471021 8045401190389010403430910

308078239309063520791

3170725

2890646

253055031206382840572268051 1

2340459

2060400

-

--

-

-

-

5.05650339048702990436027003780234080005990602044404830368046502480400021803520193031601690

-

--

10.0 I 11.0 I 12.0 I 13.0 I 14.05430 I 5410 I 5400 I 5330 I 526011504680101041809013640

9674630845

41407573600

8244580719

41006443560

7094530619

4060555

3520

61744 70539

40104823480

534048704530436040503780

4830487041 70436036803780

416048703690436033503780

'686x254~140'686x254~125

765 I 642 I 546 I 470 I 4087650 I 7560 I 7470 I 7360 I 725010x305~238

7720 7260 67006040 6040 60405800 5440 50004850 4850 48504660 4370 41504670 4670 46704300 3810 31704020 4020 40203670 3390 28003540 3540 35403230 2870 24903180 3180 31802890 2550 22304110 4110 41003690 3200 25703670 3670 36703300 2850 22703310 3310 33103030 2630 20903020 3020 30102700 2440 19102640 2640 26402360 2050 16603310 3310 32902920 2470 19103020 3020 30002660 2240 17202830 2830 28002500 2080 15702480 2480 24602180 1880 14202190 2190 21807920 1680 1250

61 0x305~179'610x305~149

1520 I 1290 I 1110 I 960 I 8384470 I 4410 I 4350 I 4280 I 4210610x229~140

'610x229~125'610x229~113'610x229~101533x210x122

' 533x210x1 09'533x210x101'533x210x92'533x210x82

4060196036401720328015802980142026101220325014102960127027701150244010302150906

-

-

3880732

3480639

3130586

2850521

250044330605142790461263041 1

2300369

2030322

-

-

457x191x98457x191x89'457x191x82' 457x1 91x74' 457x191 x67

Section may be slender underaxial compression.Values in italictype indicate that the section is slender when loaded to capacity and allowance has been made in calculatingthe capacity.FOR EXPLANATIONOF TABLES SEE NOTE 6.1


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COMPRESSIONS 5950-1:2000UB SECTIONSSUBJECT TO AXIAL COMPRESSION

x - -1COMPRE SSION RESISTANCE FOR S275 YCompression resistance,Pcx,P (kN)forectionDesignation457x1 52x82457x152x74457x152x67

* 457x152x60457x152x52

-4.0- LE (m)5.02730790

2410696

219061618705371580439253097122708611950764174065514103691150284227086119207071690619146052312302511000198180067615305691300489

-

-

--

--

-10.0-6.0 -7.0 -8.0 -9.0o278026602460235022402130191018201610154026002530233022702010195017901730145013701180111023502280200019301750170015101460128011901040960189018301610156013701330

-

-

--

--

-

1.5278024802460222022401980191017001610143026002400233021 602010185017901640145012701180103023502160200018301750163015101380128010701040865189017401610148013701260

-

-

--

--

-

2.02780225024602020224018701910154016101290260022402330202020101740179015301450114011809112350202020001710175015201510133012809591040759189016201610138013701200

-

-

--

--

-

2.5278019802460176022401620191014201610113026002050233018502010165017901460145010201180773235018502000155017501380151012001280766104061 8188014701610125013601090

-

-

--

--

-

3.027801670246014802240134019101180161098326001830233016402010146017801280145083611806592340164019801370174012101500104012705981030477

-

-

--

-

3.5278013802460122022301100190095916107932580158023101410199012601770109014406711170523232014101970117017301030149088412704691030372185011201580945134081 6

-

-

--

--

276011402440101022208961890782160064325601350230012001980107017609221430542117042023001200195099 11720870148074 112603741020296183094615707991330688

-

--

--

2690573

2380504

216044518503871560316249071522506331930562171048013902651130203223063318905191660454143038312101799811411750496150041 81270359

-

--

--

26504322350380

21303351820291154023724505452210482189042716803641370199112015221 8048218403941650344140029011801349591051700377145031 71230272

-

--

--

26103372350297

210026118002271520184240042721 70377186033516502851340154109011821 20377179030916002701360227115010493281.7163029513902481210213

-

--

--

25602702310237

206020917601811490147234034321 20303181026916102291310123107094.420503031730248155021 61340182111082.990065.2155023713202001150171

-

--

--

25102212260194

20201711730148146012122802822060249176022015601881270101104077.11970249166020314801771290149106067.786053.2144019512301641070140

-

--

--

-

406x1 78x74

406x178x67

406x178x60* 406x178x54406x140x46

* 406x1 40x39356x171x67

356x171x57* 356x171x51

356x171 x45356x127x39

356x127x33305x165x54 1870

1300159011001350955-

305x165x46* 305x165x40

Section may be slender under axial compression.Values in italic type indicate that the section is slender when loaded to capacity and allowance has been made in calculatingthe capacity.FOR EXPLANATIONOF TABLES SEE NOTE 6.1


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COMPRESSION

113010109288157996931510144013001240109010409938798807737706681050993880829809726668601558487

, 452379-

504654418541304432207-

111035291528678722914709341270795106064396832185727074921 91010577844470775289632241516164-7403

106

379761223618-1865001257piF, 80.3

BS 5950-1:2000UB SECTIONSSUBJECT TO AXIAL COMPRESSION Y

ICOMPR ESS ION RES ISTANCE FOR S275 Y-D

-rorn ression esistanfor

2 lengtt4.01630477142040612503521090212898171772136144064312405441040434944194835162729131974380814307746176601

-

--

-762.7

e, Pcx,I LE (m)

5.0Section

Designation Effecti\f1.5 10.0

124086.8108073.694663.785037.171429.861 423.6966126823106668

3.5164059714305091270442110026990621 8780174146077712506591050529957246846206739167993468830

6.0155022913501951190169106099.285580.073463.513503251160274965

7.0150017213001461150126102073.982659.570947.21280246110020791016382867.872756.5629

8.014301331240113109097.897657.179546.067636.51190192102016284012776352.566743.757435.267311055188.149948.134740.1

9.01350106117090.2103078.091945.577736.666229.01080154925129756

Axis 2.016801200147010301300906

2.5167096714608291290723

3.0166075914506481280563

1o305x127x48305x127x42305x127x37

168015601470135013001200

168014001470122013001070

159032113902731220236108014087811375589.814004481200378101030091512880810770486.592726077221070711755697.67-

41.2

pc xppc xppc xPpc xppcxppcxPp c xppc xppc xPpc xppc xppc xPPCXppc xPPCX

305x102x33305x102x28305x102x25

1130846928710799599151013501300116010909699937468806487705501050918879764808630664522551404443294

1130645928532799436150012401290106010908799895798764947664101040822868

112047392338679431214901100128093610807669794298673627572971020702857576786382644318529222420145

--

254x146x43254x146x37254x146x31

83.3607

21 7877

10268754x102x28

254x102x25254x102x22

41.859734.851 128.057487.746870.442338.328731.918321.1

34.152528.444722.848771.739757.635831.223926.0

91 o77375.967261.286118871 515165283.349369.434946.1

45.677403x133x30

203x1 33x25203x1 02x23178x102x19

14163811358062.141 851.828034.316921.6

680797P

pc xPpc xPpc xP

152x89~16 22526.5

15117.2

127x76~13 21929.1

13316.7

10713.3

87.810.8

* Section may be slender under axial compression.Values in italic type indicate that the section is slender when loaded to capacity and allowance has been made in calculatingthe capacity.FOR EXPLANATIONOF TABLES SEE NOTE 6.1


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olledCopy,SCI


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COMPRESSIONS 5950-1: 000UC SECTIONSSUBJECT TO AXIAL COMPRESSION

x - T xCOMPRESSION RESISTANCE FOR S275 Y

Compression resistance, Pcx,P (kN)for8.0--

SectionDesignation

356x406~634#356x406~551#356x406~467#356x406~393#356x406~340#356x406~287#356x406~235#356x368~202356x368~177356x368~153356x368~129

LE (m-9.0 -14.01260C61 401070C526091204420799038306790326061 3029004940233041 9018203640158031 20135025901130

-

-

-10.0 -11.0 -12.0 -13.0.0198001980017200172001520015100128001270011000109009700959079207830681066805990587051705060435042509180877081 1077806680640053305090461044003980379033803210

-

-

-

3.01980018300172001590015200139001280011800110001020096709050790073806780627059605510514047504320399090708020801072006590591052504690454040503910349033202950

-

-

-

4.01940016900168001470014700128001240011000107009480946084907720692066305840582051 30502044204210371087807250780065706410538051004260441036803800316032202660

-

-

-

5.0188001560016300135001420011700121001020010400874092307900753064306460539056704720489040604110341084806460758058906220481049503800427032703680280031202350

-

-

-

-

6.018200142001570012300137001070011700929010100799089907260733059006290489055204290475036903990309081 60568073405180602042204780331041 2028503550244030002030

-

-

-

-

7.017500129001510011100132009610113008430975072308730659071 1053506100439053503840461033003860276078304930707044805790364045902850395024403400209028701730

-

-

-

-

1690C1160C1460C1oooc1270C86201090c75809390649084505920688047905890389051603400444029103720243074604260677038505530312043702430376020803230178027201460

-

-

-

1620C1050C1400C9010121oc77001050C6770901058008130527066104260566034204950298042602560356021 3070703670643033005240267041 302070355017703050151025501240

-

-

-

1550C93901330C80801150C68701oooc60308600515077804670632037705400300047202610406022403390187066603170606028304930229038701780332015202840129023701060

-

-

-

1480C84201270C72401090c61309550537081 704580740041 3060103330

141 C75601200c64901030C548090404780772040807000366056602950

1330C68001140C58409720491085204270726036406570325053102610

5120263044702290384019603200164062302760566024504590197035901530307013102630111021 80907

-

-

48202310420020203610173030001440579024105250213042401720331013302820113024109651990786

-

-

45102050392017803360152027901270536021 20483018703890150030201160257099122008441800686-

49401880443016403550132027601020234087320007431630603-

305x305~283305x305~240305x305~198305x305~158305x305~137305x305~118305x305~97

#Check availability.FOR EXPLANATION OF TABLES SE E NOTE 6.1

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COMPRESSIONS 5950-1: 000UC SECTIONSSUBJECT TO AXIAL COMPRESSION

x - -COMPRESSION RESISTANCEFOR S275 Y

Compression resistance, Pcx,P (kN)Section

Designationfor

lengths, LE(m:--3.05480476043103730348030002890249024702110

- :ffecti3.553904490424035103420282028402340242019802690203022001660192014301660123014701080

--

-

-7.0459025303580195028601550237012702000105020509211670748142062212205361070467644234514187374134

-

-

--

-10.0360014902770114021 8090 117907411490606

--1o5640564044504450360036002990299025602560

--1.5 -2.05640526044504140360033402990277025502360

--2.55570502043903940354031802940263025102240

- -8.0429021003330162026501280219010501840866181074414706041240500107043 1934375

-

-

Axis 4.0530042104160328033602640278021 8023701840

- .05090361039902810321022402660186022701550

- .04860304038002350305018702530154021501280226011601850941159078613706781210592779304625243458175

-

-

-

-

9.039501760305013502420107019908791670720

-5640550044504330360035002990290025602470

2920289024002380210020801820180016101590130012301050999803758

-

-

2920274024002250210019601820170016101500127011301030918786693

-

-

2870258023602110206018401790159015801410124010201000828762621

-

-

28102410231019702020171017501480155013101200904972730737543

-

-

27502220226018201970157017101360151012001150782936630708465

-

-

2610184021401500186012801620111014309701050565850453638330

--

24501460201011901740101015108681330760

158061 112804961070409921353804307

1380509111041 3921340792293691255

152x152x37152x152~30152x152x23

1110667896536675392-

923409743327551236-

530184422147306105-

43914934911925285.1-

36712329298.021070.1-

FOR EXPLANATIONOF TABLES SEE NOTE 6.1

c - 7Licensedcopy:t

imw,MWHUKLimited,

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COMPRESSIONS 5950-1:2000JOIST SECTIONSSUBJ ECT TO AXIAL COMPRESSION Y

x - x

COMPRE SSION RESISTANCE FOR S275 YCorn ression

Effectii4, Pcx,9 LE (m )

5.0258013201200193155053485424454316051 415535145.34351483051041066.0420370.311842.710736.6-

esistancfor

? length4.0

2650174012402901630765101035569323564922844469.157821 84221541509.3429 110517464.315755.1

SectionDesignation

2.527502350128062617201290119068889147882145653416279544363932622423.149723 1333145293124

------------

Axispc xPpcxPpc xPPCXPpc xppc xPpc xPpc xPpcxPpc xPpc xPpc xppcxP

1o278027401300117017601690131011701020895934826578470933826784679257117656551493398420339

----------

2.027802500130082117401450123085294061 286457855123584856769743 123935.256231 6398204345175

3.0272021 70127047516901100113054883437277235851211873034557024920416.342317326910724091.7

3.52690196012503671660922108043876729371 428348288.765627249519417712.135213321581.819470.0

1.52780263013001020176015901270102098275990070856534689370274455724959.5614430452292388249

6.0248010001150137144038969717741911539911226831.932810722574.576.44.2314750.284.730.377.226.0

- .023507761080102129029456113332686.631 284.520623.725280.517155.957.53.1211137.563.622.758.019.4

8.021 9061 499379.3112022945510425967.524865.916218.319962.713443.544.72.4086.629.149.417.645.115.1

9.0199049689263.295118437383.621054.120252.813014.516150.210834.835.71.9069.423.339.514.036.112.0

10.0178040878651.580715131068.617344.316743.310711.813241.188.528.529.11.5556.819.032.311.429.59.80

254x1 14x37*203x1 52x52#152x127x37#

127x114x29#127x114x27#

114x114x27*102x102x23#

102x44~7

89x89~19

76x76~15

76x76~13

-$ Not available from some leading producers. Check availability.#Check availability.FOR EXPLANATION OF TABLES SEE NOTE 6.1

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COMPRESSION

8.0

0.5302.353.564.224.967.1410.213.514.717.821.423.628.834.841.950.756.375.691.7138169207248238293361436351

1 l::656

9.0

0.4201.862.823.343.935.668.0810.711.714.117.018.822.927.733.340.444.960.373.2111135166199192236291352287356441534

B S EN 10210-2: 1997 HOT-FINISHEDCIRCULAR HOLLOW SECTIONSSUBJECT TO A XIAL COMPRESSION

COMPRE SSION RES ISTANCE FOR S275 YDesignation Compression resistance, P, (kN)

forEffective lengths, LE (m)

3.68 2.72 2.09 1.35 0.938

DiameterDmm

Thicknesst

mm

Meterkg -7.0-0.691

-10.03.3401.512.292.723.19

--1.87 I 28.9 I 14.0 I 8.08 I 5.253.09 I 86.6 I 55.4 I 34.0 I 22.53.2 -3.2 -6.942.4 15.9 4.14:if :i.: 5.924.0 8.96 6.2728.4 21.2 16.4 10.6 7.43

3.054.635.496.459.2713.2

--

48.3 3.56

i! I l I 50.1 I 33.74.37 93.3 59.7 40.05.34 70.5 47.14.51 144 124 91.6 64.61.2 -4.0 -5.0 -3.2-5.0 -2.93.2 -4.0 -5.0-3.2-4.0 -5.0 -6.3 -3.2 -3.65.06.35.0 -6.3-8.0-10.0-5.0 -6.3 -

~ 8.0 -

10.0 -

33.4 24.9 19.3 12.5 8.7346.8 35.2 27.4 17.8 12.5 4.606.57

60.350.4 39.1 25.5 17.964.5 50.7 33.4 23.670.3 55.3 36.4 25.785.2 66.9 44.0 31.1103 80.7 53.1 37.4109 86.8 57.9 41.1133 106 70.6 50.1161 128 85.5 60.6195 155 103 72.9205 172 120 86.9228 191 134 96.5309 258 180 130378 315 219 158460 413 312 232

6.82 217 183 133 92.95.24 174 161 140 110

67.183.991.6111134138168205248

17.519.123.027.830.637.345.154.3

-8.729.5111.513.8

76.1

17817021025631 2262292400495

--

15.318.722.627.133.036.749.259.790.7111135162158194239289237294364441

-----

88.9

114.3

8.38 284 269 24510.4 349 331 30112.8 431 407 3698.77 303 293 2809.83 338 327 31313.5 464 449 42916.8 577 558 53216.6 578 564 54820.7 720 702 68126.0 902 880 85332.0 1110 1080 105020.1 707 693 67925.2 882 866 84731.6 1110 1090 106039.0 1360 1340 131023.3 814 805 79129.1 1020 1010 99136.6 1280 1270 1250i 45.3 1590 1570 1540

237263359442

65.272.597.311817721 626431830036945655243454067081 4

----

~ ~ 139.7

168.3

527655818100066182510301270

-499618771943640 613 578 485 383798 763 719 600 473999 955 897 744 5841230 1170 1100 907 709757 736 708 633 534948 921 886 791 6651190 1160 1110 989 8281470 1420 1370 1210 1010

193.7 77597112201510-- Check availability in S275.

FOR EXPLANATION OF TABLES SEE NOTE 6.1


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834104013101620

774 689 587967 859 7301220 1080 9121500 1320 1110

338419522635

285 243 210354 302 260440 375 323535 456 393

323.9 6. 3- 49. 38. 0- 62. 310.0- 77. 412. 5- 96. 0

1660209025903210

1610 1560 14802030 1960 18702520 2430 23203120 3010 2860

8.0-10.0-12.5 -16.08.0-10. 0-12. 5-16. 08. 0-10. 0-12. 516. 0-20. 0-

78. 697. 812115488. 611013717498. 6123153194241

2690335041505250305037801 473059903420424053006710

1 8040

2640 2580 25203290 3220 31404080 3990 38905150 5040 49103000 2950 29003730 3660 35904650 4570 44805900 5800 56803370 3330 32704180 4130 40605230 5150 50706620 6520 64207930 7820 7690

COMPRESSIONS 5950-1: 000HOT-FINISHEDCIRCULAR HOLLOW SECTIONSSUBJECT TO AXIAL COMPRESSION

X X

YOMPRES SION RESISTANCE FOR S275-i esist,for

! length8.0-

-a-nee, P,esianation I Mass CompressilOutsideDiameter

Dmrn

Effecti! S2.0 3. 0 4.0 I 5.0 I 6. 0 I 7. 0 10. 0 I 11. 0 I 12. 0 I 13. 0 14.0

219.1 906113014301770

875110013801710

4886077569221120144081 4102012701570192023901390175021 702670

---

405503626762

18222628134241 3557347431537659801988696879107013101640126015901970242030202090257031 90402025803190397050006030

------

6.3 -8. 0- 41. 610. 0- 51. 6

I 12. 5- I 63. 7244. 5 I 12.0- I 68. 8 21802370- 1 002300-- 20002210- 9231210--273 5.0-6.38. 0-10.012. 516. 0-

33. 041. 452. 364. 980.3101

115014401820225027903520

11201400177021 9027203430

109013601720213026303320

71 188611101360167020701270161019802440306018502340291036004540275034104250538031503900487061 607380

-----

, 1650 1550 14302040 1920 17602520 2370 2170

I 3170 2980 2710173021 8027103360

169021 402650329041 6021 6027303410422053403090384047906080346042905360679081 40

----

7889951220149018501390175021 702670

-25021 80- 33601930-406. 4275034404260539031003850481 061103460429053606790

--

24403040376047402830351043805540321 0398049806300

--

457

435027303370420053006380

-50881 40- 7550-

- Check availability nS275.FOR EXPLANATIONOF TABLES SEE NOTE 6.1

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COMPRESSIONS 5950-1: 000HOT-FINISHEDSQUARE HOLLOW SECTIONSSUBJ ECT TO AXIAL COMPRESSION

COMPRESSION RESISTANCE FOR S275

DF V Y

D

YMassPer

Meter

kg-3.413.614.395.284.354.625.646.858.315.295.626.908.4210.312.57.409.9912.315.08.539.4111.614.217.59.6610.713.116.220.111.914.718.222.627.4

-

---

--

Compression resistance, P, (kN)esi!SizeD x Dmrn

40x40

itionWall

rhicknesst

rnm3.0-3.2-4.05.0 -3.0-3.2 -4.05.06.3-3.0-3.2-4.0 -5.06.3 -8.0 -3.6 -5.0 -6.3 -8.0 -3.6-4.0 -5.0 -6.38.0 -3.6 -4.0 -5.0-6.3-8.0-4.05.06.38.0 -10.0

forEffective length- E (rn-5. 0-1o-99.5

10512614913814617821 4258174184226274334405247332407499289319390479592330365447554684410505625775938

--

----

-1.5-68.371.783.896.811412114517320315716620224429535223 1309377459275303370454559

--

--

-2.0-42.945.052.159.781.685.910211913712813516219423026720327032639025327934041 4506

--

--

2.5-28.630.034.639.556.659.570.181.993.795.0100120142166191164215256302220242292353425

--

--

3.0 3.5 4.0 6.0 7.0 8.0 9.0 10.0

20.321.324.528.040.842.950.458.867.170.474.288.3104122139127165195228180197237284338

-

-

--

15.115.818.220.830.632.237.844.050.153.456.367.078.991.810597.9127150174143156188224265

--

--

11.712.214.116.123.724.929.334.138.841.744.052.361.571.581.477.299.911813711412515017821016017521025430223228033940947743353 165277791358372289310801300

--

-----

--

7.567.919.1210.415.516.219.122.225.227.328.834.240.246.753.151 O65.977.589.876.683.6100119140109119142172204

-

-

---

5.295.546.387.27

3.914.094.715.378.028.439.8811.513.114.315.017.821 o24.327.626.834.640.647.040.544.252.962.673.658.263.676.091.6108

--

---

3.003.1 43.624.12

2.382.492.873.27

1.932.022.332.65

10.811.413.415.517.719.220.324.128.332.937.336.046.554.763.354.459.471 O84.298.977.885.1102123145

-

---

6.176.487.608.8510.111.011.613.716.218.721.320.726.731.336.231.334.240.848.456.845.149.358.970.983.8

-

---

4.905.146.037.027.978.739.2010.912.814.916.916.421.224.928.824.927.232.538.545.235.939.346.956.566.7

-

---

3.984.1 84.905.706.487.107.488.8710.412.113.713.417.220.223.420.322.226.531.336.829.332.038.246.154.444.453.264.176.788.793.6113138161186150183222263308

-

-----

-

50x50

60x60

70x70

80x80

31 73504295316553974886047489046037499341140138071 8895112013701660

--

--

29933140449961 238046657671285758572690411001330702874109013301620

--

--

27330036644954635543453565978856269686510501260682849106012901570

--

--

23625931338246032038947758369153065481 1979117065781 7102012401500

-

---

19521 425831 3373276334407494580487599739887105062577696311701410

--

--

90x90

100x100 1621952352823283243954825696614765867198601020

-

--

11714016920323524129235541 8483369453553658776

-

--

87.7105127152176183222269316365

-68.181.898.4118136143173210247285

-54.365.278.594.0109114139168197228

-17.822.227.633.740.921 o26.132.640.048.7

--

6197689581170141073391 3114013901700

--

120x120

140x140

5.0 -6.38.0 -10.0 -12.5 -5.0 -6.3-8.0-10.0 -12.5 -

287351427507596-

226277336399468-

18222327 1321376

- Check availability in S275.FOR EXPLANATION OF TABLES S EE NOTE 6.1

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PerMeterkl

22.628.135.143.152.765.224.130.137.646.356.634.042.752.564.480.230.438.047.758.872.390.347.960.374.591.911557.872.890.211214185.4106131166122151191235

2.0

7599461180145017702180817102012801560191011601460179022002730105013101640202024803100167021002590320040101820255031603910492029403710459058004260528066807950

Effective7.0

3474275226227368664145106267508916918561030124014907168881100134016201970136017002090256031801710224027603400426027303380417052703980492062207400

forlengtt8.0

27633941449358268233240850059870956569984210101200604747925112013501630123015401890231028501690212026103220401026403270403050803890481060707220

2840 I 2630 I 2330 1350 I 1130 I 950

130160195231272319

112 96.8137 119167 145198 172234 202273 237

1581942382843352763404094875793063784665626738107158891080131016001160144017702160

136 118167 145204 177243 211288 250238 206293 255352 305419 363498 432264 230326 284402 350485 422580 505698 607623 547775 679942 8261140 9981390 12201030 9151280 11401570 13901910 1690

158019902460303038001760246030403760472029103620447056504190519065607800

153019202370292036501730240029703660460028703550439055404130511064607680

BS 5950-1:2000 COMPRESSIONHOT-FINISHEDSQUARE HOLLOW SECTIONSSUBJECT TO AXIAL COMPRESSION

DY

D

COMPR ESSION RESISTANCE FOR S275 YMass Iesi!

SizeDxDrnrn

150x150

iationWall

Thicknesst

mm5.0 -6.38.0 -10.012.5 -16.0 -5.0-6.3 -8.0 -10.0 -12.5 -6.3-8.0-10.0-12.5-16.0 -5.0-6.3-8.0-10.012.5 -16.0-6.3-8.0-10.0 -12.5-16.0-

Comp ression resistanc e, P, (k N)

-3.0-71 889411201360166020307789701210148018101120140017202110261010101270159019502400299016302050253031203910

--

--

-223274334398469549

-18322527532738545 1

-153188230273322376

6538101010122014801790

553684843102012101450

44 15446677989471120

160x160 720895112013601650106013201620198024409701210152018702290

-

-

6297809661170141096212001470178021 8091011301420174021 30

-

-

517639787947113083310401260151018308241030128015601900

-

-

2693314064855744645746908239825056247719321120

-

-

222273334399473386476572682813424523646780935

-

-

186229280334395324400480572682359442546658789

--

180x180

200x200

250x250 146018302250277034501710233028703550445028103480429054104060502063507550

----

10901360166020302490

95 11190145017502150

8241030125015101850

300x300 1800251031003840483029203680455057404250526066507920

---

1570197024302980

1440180022102710

1300162019902430

6.3 -8.0-10.0-12.5-16.0 -8.0-10.0 -12.5-16.0 -10.0-12.516.0 -20.0 -

2650 2340 207050x350

3140386048503780467058907000

--

2970364045803650450056706750

--

2770339042503490430054106440

--

400x400

- Check availability in S275.Section may be slender under axial compression.

Values in italic type indicate that the section is slender when loaded to capacity and allowance has been made in calculatingthe capacity.FOR EXPLANATION OF TABLES SEE NOTE 6.1

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BS EN 10210-2: 1997

13.151.8

DesignationSize

Thickness

9. 74 7. 50 4. 84 3.3839. 2 30. 5 19. 9 14. 0

MastPer

Metekg-3.61

1 28.665.135. 475. 740. 8104

,

COMPRESSION

21. 3 16.5 10. 7 7.4849.1 38. 2 25. 0 17.626. 3 20.4 13. 2 9. 2357.1 44. 4 29. 0 20. 430. 4 23. 5 15.2 10.680. 7 63. 9 42. 4 30. 0

HOT-FINISHEDRECTANGULAR HOLLOW SECTIONSSUBJECT TO A XIAL COMPRESSION

39. 212445. 914753. 3173

D

29. 3 22. 6 14.7 10. 396. 7 76. 4 50.6 35. 834. 2 26.5 17. 2 12.0114 90. 0 59. 6 42.139. 7 30.7 19. 9 13.9134 105 69. 4 49.1


60. 520067. 416477. 521599. 2

Axis IT45. 0 34.8 22. 5 15. 8154 121 79.5 56.150. 1 38.7 25.1 17.5132 106 71.2 50.758. 3 45. 3 29. 6 20. 8172 138 92. 5 65. 774. 5 57. 9 37. 7 26. 5

130 93. 6183167 117

P 221 192200 137

P 189 177

260109314127374145431159

-59. 728. 597. 760. 012474.514686. 4159

----

214 175 119 85.081. 9 63. 6 41. 5 29.1257 209 142 10195. 1 73.8 48. 1 33.7304 246 166 118109 84. 5 55. 0 38.6347 279 187 133119 92. 3 60. 0 42.0

207 96. 2263 233

-2. 5-40. 718. 770. 840. 289.149. 810457. 613255.115964. 619075. 022585. 326395. 3197107

---

-261137316160191101203107302151368176444202520223

-

Compression resistance, P P (kN)for

I I I I

~ 29. 1 1 21. 8 I 16.9 I 10. 9 I 7. 67

::%:C I 164 I 110 I 77. 886. 3 67. 0 43. 6 30.6

114 77.8 55. 873. 5 55. 3 43. 0 28.1 19. 7176 1 147 1 120 1 82.3 1 59. 077. 4 58. 3 45. 4 29. 6 20. 8

Y

~ 7. 0 8.0 9. 0 10. 0I I I5. 67 4. 36 3. 46 2.81:G1 1. 92 1 1. 52 1 1. 23

10.4 8. 00 6. 35 5.165.53 4.25 3.37 2.74

10.0 7.95 6.46

7. 60 I 5. 84 1 :6 1 y26.6 20.58. 88 1 6. 83 1 5.41 1 4. 3931. 3 24. 1 19.2 15.610. 3 7. 90 6.26 5. 0936. 4 28.1 22. 3 18. 211. 6 8. 95 7. 09 5. 7641. 6 32. 1 25. 5 20.8

9. 39 7. 6349. 0 37. 9 30. 2 24. 6

9. 7258. 0 44. 8 35. 7 29.022. 6 I 17. 4 1 13. 8 I 11.241. 7 32.3 25.8 21.014. 6 I 11. 2 I 8. 93 I 7. 2544.1 34.2 27.2 22.215.4 1 11. 8 I 9. 40 I 7. 6463. 5 49. 2 39. 2 32.021. 5 1 16.6 I 13. 2 I 10. 775. 6 58.5 46. 6 38. 025. 0 I 19.2 I 15. 2 I 12. 4

23. 9 15.4- Check availability in S275.FOR EXPLANATION OF TABLES SE E NOTE 6.1

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20374. 024587. 5293102244140296168356

148 112 86.952. 2 38. 7 29. 8178 134 10461. 6 45. 7 35.2213 160 12471. 9 53. 3 41. 1179 136 10699. 5 74. 2 57.4217 164 128119 88. 8 68. 6260 196 153

270528328647397772465912

196 147 115 91. 5410 319 252 203237 178 139 1 1 1501 387 306 246287 215 167 134593 458 360 290335 252 195 156695 535 421 338

COMPRESSIONBS EN 10210-2: 1997 HOT-FINISHEDRECTANGULAR HOLLOW SECTIONSSUBJECT TO AXIAL COMPRESSION

Compression resistance, Pcx,P (kN)for-1 .o-293

28339538048646660057433432045343356153569365850849863061 7787659469246516481079810109941230121015001470

----------------

? lengtl4. 0-ffecti ~ 5. 0 I 6.0 I 7. 0 I 8. 0 I 9. 0 ~ 10. 0-27.8

12.736. 216. 343. 119. 2

-15074. 119695. 523511328013121386. 928311334413341 41563352084092504952985833435223826464667985679616691150779

-----------------

34.115. 644. 320. 052. 823. 6

--

48. 7 34. 3 25.5 19.662. 6 44. 1 32. 7 25. 274. 0 52. 1 38. 6 29. 8

62.6 51 . O22. 243.114.9-

69. 423. 7

56. 719. 3

83. 428. 0

68. 122. 7

99. 332. 6

81. 126. 569. 137. 2

84. 645. 710254. 6- 83. 5

44.5122 99. 6

52. 811660. 413674.716690. 4202109238127277146

--

229 93. 3 74. 2430 335 206 166

I 10. 0- I 35. 3538 I 387 I 290 I 225 I 179

- Check availability in S275.FOR EXPLANATION OF TABLES SE E NOTE 6.1

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COMPRESSION

AxisPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

P

P

P

1. 0506492624606775752966937118011407897789859701230121015101480185018108448391050105013201310162016101450145017801780

220508266627322775385934450703

149 106 79. 2 61.3 48. 8423 333 260 206 167180 128 95. 5 73. 9 58.8520 408 318 252 203217 154 115 89.1 71. 0637 497 386 305 246259 184 137 106 84. 4760 589 456 360 290301 214 159 123 97. 9645 563 471 387 31834480142099550912106021460702

250 188 147696 580 476305 230 179861 714 584369 277 2161040 857 699436 328 2541250 1020 830506 380 295

144011401310121016001480

1320 1150 959 787 647863 643 489 383 3071210 1070 911 756 6261030 829 654 521 4221480 1310 1100 913 7541250 1000 787 625 506

BS 5950-1:2000HOT-FINISHEDRECTANGULA R HOLLOW SECTIONSSUBJ ECT TO A XIAL COMPRESSION

COMP RES SION RES ISTANCE FOR S 275 Y-MassPer

Mete1kg-14. 4-17. 8-

22. 2-27. 6-33. 7-22.6-28.1

Compression asistance, P P (kN)! enaths, LF (m)

forDesignation

Thickness Effectii1.5 2. 0 2.5 3. 0 3.5 4.0 I 5.0 I 6.0 I 7.0 I 8. 0 I 9. 0 10. 0-113

39. 813747. 916757. 820268. 723879. 726595. 7325117

----

413 I 346 I 274 I 214 I 170 I 13796 486 473 458 439471 441 395 334 272612 599 583 564 539580 542 483 406 329760 743 724 699 668t0. 0- 4801080 998 866 706 562783 771 758 743 725OOxI OO 5. 0-I - 481

8755911090720133085816201010

----

11755 727 688 633 561977 961 944 925 903 3921439

11308481380102016801200

---941 905 855 7841220 1200 1180 11601180 1130 1060 9681500 1470 1440 14101440 1380 1290 11701830 1800 1760 17201750 1670 1560 1400839 826 812 797820 798 770 7341050 1030 1010 9931020 994 958 9111310 1290 1270 12401280 1240 1200 11401610 1580 1550 15201570 1520 1460 1380

35. 1 479172

398141I I0.O 43. 1 573203 475166I 12. 5 52. 7 680235

356174- 563192297

143-!OOx120 I 5. 0- 24.1 779

6859708481210105014901280

---757622

699 617 521 431481 I 362 I 277 1 217

30.1

943 I 869 I 17; 1 643 I 531 I 438768 589 442 338 265 2121180 1080 948 794 654 539950 723 412 323 259 36517437.6 44821210. 0-I 46.3 538251522347

62941 6

41. 4 1440 1420 1400 1370 13401430 I I I I400 1370 1330 1270

10. 0-I 51 . O 1770 1750 1720 1690 16501750 I I I I720 1680 1620 1560- Check availability in S275.FOR EXPLANATION OF TABLES SEE NOTE 6.1

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21001690

2020 1910 1760 15601240 866 626 470

12901220161015301990188024402310

1250 1190 11201130 980 8011560 1500 14101410 1220 9901920 1840 17201730 1480 12002360 2250 21102100 1790 1440

134020001640155015102070202025602490

1030 734 534 4031950 1880 1800 16801230 875 636 4791520 1480 1430 14201460 1420 1340 11802020 1970 1900 18201940 1830 1670 14702500 2430 2350 22402390 2250 2050 1800

COMPRESSIONS 5950-1: 000iOT-FINISHEDILAR HOLL OW SECTIONS' 0AXIAL COM PRESSIONRECTANGlSU BJECT

ICOMPRE SSION RESISTANCE FOR S275 YDesignation 1 MassI I Compression resistance, Pcy,P (kN)

for? lengtk

8.0Effecti-2.0-1760

163021 601990961940

--

-14.0.0 I 4.0 1 5.0 I 6.0 I 7.0 ~ 9.0 I 10.0 I 11.0 I 12.0 13.0506122604143353170436208539256653307784365945433651123788146776450976558119067614208131760986168071 320708672530105031401280

1710 1650 1570 1450 12901400 I 1040 I 737 I 534 I 402 441106

52612430914738118147222257126668531 7825375572106692126

---------

11203121340365

939 913 879 835899 I 839 I 790 I 648 8265181030

6381280786157094619101130

----

73541591351011406281380754168090120501070

-1320129016601610204019902510244031 2030401660154020501890158015602110208026102570321031 604030397023102280316031103910385049204840

------------

235013501370 1260

3131540372135010101710126021001530256018503190226020801580281019303470235043602880

----

6853938634871050589

307029403860368022602150309029103820359048004510

------

1260708

315030703950384022902220314030203880374048804700

-1550858

2900 2590 2280 20101890 1580 1340 11402020 1980 1970 18301340 1130 962 8242710 2580 2430 22501630 1380 1170 10003340 3180 2980 27601980 1670 1420 12104180 3970 3720 34302420 2040 1730 1480

2220 I2180 I2140 15306221880756230091328501110

----tt+0.0 - 90.2 P

4250 I 3870 I 3390.,Check availability inS275.* Section may be slender under axial compression.Values in italic type indicate that the section is slender when loaded to capacity and allowance has been made in calculatingthe capacity.FOR EXPLANATIONOF TABLES SEE NOTE 6.1


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COMPRESSIONBS EN 10210-2: 1997 HOT-FINISHED B

RECTANGULAR HOLLOW SECTIONS YICOMPR ESS ION RES ISTANCE FOR S275 Y

iation IMasses Compression resistance, P,for

Effective lengths, LF (ITSizeD x Bmm

450x25CAxis I 2.0 I 3.0 I 4.0 5.0 6.0 I 7.0 I 8. 0 I 9.0 11.0 1 12.0 I 13.0 I 14.0

226018603220227039702770

--24 70237035003420

2440 2400 2360 23102290 2190 2070 19103450 3450 3410 33203280 3100 2860 25704390 4310 4210 41004050 3810 3510 31505530 5430 5310 51705080 4770 4360 3890

2190 2110 2020 19201630 1420 1250 11003100 2950 2780 26001990 1730 1520 13403820 3630 3420 31902420 2110 1850 16204790 4550 4280 39802970 2590 2260 1980

10.0- I 10612.!j- I 131 4460422016.0 I 166 56305320 50003410

500x30 - I 98.0 27102640 25302220lO.O- I 122 38103690 352031 7012s- I 151 51 704990 4740390016.0- I lgl

65306310

59804870

20.0- I 235 77807500 71 205790- Check availability inS275.

Section may be slender under axial compression.Values in italictype indicate that the section is slender when loaded to capacity and allowance has been made in calculatingthe capacity.FOR EXPLANATION OF TABLES SEE NOTE 6.1

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COMPRESSION

COLD-FORMED HOLLOW SECTIONS - S275There are no capacity tables given for cold-formed hollow sections in S275, becausenormally cold-formed hollow sections are available in S235 and S355 only. However, nocapacity tables are given for S235 either, because sections available may not bemanufactured to BS EN 10219- 2: 997.S355 capacity tables are given for cold-formed hollow sections in part D. However, tomaintain consistent page numbering between S275 capacity tables and S355 capacitytables, pages C - 18 to C - 28 are not given here.

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COMPRESSIONI BS4-1: 1993 I PARALLEL FLANGE CHANNELSSUBJECT TO CONCENTRIC AXIAL COMPRESSIONXEx

YOMPRESSION RESISTANCE FOR S275-c o r ressionEffecth

esistanfor

? lengtt4.0

2090659172057813905051310383107033283818695431 4758180842293662170706258

---

--

e, Pcx,

5.0201045716504021320353123026299022877712687321 669312275320259211561817847698.5

SectionDesignation

Axis 1.5o 2.021 8014901820127015401090145093112107969515191100743875495998691787461

2.521 801230182010601510914141074811706439233931060603847377961562758353825494

3.021 609961790865147075113805931140512896300103048281 9289923450727271

---

3.521 308071760705143061 413404731100410867234992387789226884361696212748318

6.0193033215802931230258115019090816571090.078615662287.266014651882.352812940570.7

-

--

-

7.0185025215002231140196106014382312564167.669711855165.556911144661.844697.534053.1

8.017601971420174105015497211273697.457152.661 292.448251 O48786.538148.137576.328541.4

9.01670159133014096012488289.765378.250542.053374.141 940.841 669.432538.531 661.224033.121 856.0

10.01580130124011586910179473.557764.144534.446460.836533.435756.927931.526850.220427.1

430x100x64 pc xPPCXPpc xPpcxPpc xPpc xPpc xPpcxPpcxPpc xPpc xPpc xPpc xPpc xPpcxPpc xP

21 8019701820166015401410

21801740182014801540126014501120

380x100x54300x100x46300x90~41 1450

1290260x90~35 1220

109096581511301010899764

12209529656701130885899633103082081 6585

260x75~28230x90~32230x75~26

200x90~30 1040936

200x75~23 822703

180x90~26 897720

86 1607

788396

91382 171 260883675262753650941 9341253

180x75~20 579183

546146

698505802659601447480330315174

670397763556571353449244286116

64 130472245254027141 718025581.1

61 123367836350720838113522259.2

---

583237

485163

395118

32189.3

26369.8

150x90~24150x75~18

125x65~15100x50~10

63229147216334410419144.9

18346.013624.2

436130

36288.0

29563.2

23947.5

19637.0

16229.6

18639.388.716.5--

14729.4

11822.8

96.318.2

30782.316335.2

24055.011923.3

80.014.936.06.18

68.312.3

54.09.51

43.77.57

#Check availability.FOR EXPLANATION OF TABLES SEE NOTE 6.2

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COMPRESSIONPARAL LEL FLANGE CHANNELS

BS 5950-1:20001 CONNECTED THROUGH WEBSUBJECT TO AXIAL COMPRESSION

TWO OR MOR E ROWS OF FASTENERS ARRANGEDSYMMETRICALLY ACROSS THE WEB AT EACH ENDCOMPRESS ION RESISTANCE FOR S275

X0 0 1

I I Compression resistance, Pcx,P (kN)fo rectionIesignation -1.5 -2.0 -2.5 th betw3.5- n lntei4.0- -7.0 -9.0Len3.0 ections,5.0 -10.017201301370115101010192773.569464.153834.457160.845033.445056.935231.534450.226127.123946.017824.2

-

------

Axis 1o 8.0430x1 00x64 pcx

P,pcxP,

pcxP,pcxP,

pcxP,

pcxP,pcxP,

pcxP,pcxP,

pcxP,

pcxP,

pcxp,Y

pcxP,pcxP,

pcxp,YpcxP,

21 801520182012801540109014509771220

----

829-9655961130770-

21 801160182099115308501440720

---

21809961820859150073914105931170512

----

21 306591760578144050513503831110332

----

2000332164029313102581220190982165

----

~ 194025215802231240196115014391 312571467.679 1

-----

i i a-62665.566411152161.853397.540853.139989.329847.5

------

179015914401401080124100089.7766

----

78.2-59542.0

21a01700182014301540121014501110

21 8013401820114015409701450844122071 9

-21 708071790705147061413804731140410

2070457170040213703531290262105022882312693421 6742122

1870197151017411601541oao11284097.465552.671592.4

--

380x100x54

300x100x46

300x90~41260 90 35 1220

9381200616944393-260x75~28 965

703965494

92 13001060482- 897234 873186999

314- 77090.0865

15668687.2

230x90~32 1130869

1120670

1090575

1030387

64174.1

230x75~26 899659

899562

8924681020621- 868377 844289 820226 795180892

29370217075625858614664 1237

-----

50640.8

56551 O58786.546048.146176.335241.4

--

200x90~30 1040804

104071 4

989534

51469.440338.539861.230333.128256.021029.6

-----

925361729212

95845075527182239663823371 7363537208

---

82020264511568517852998.555816341788.0

74414658482.360912946870.7475118

---

200x75~23 780353852469-822606913

705

804433883545687374786499589332

---82251891362671 144881 957361 4396

---180x90~26 789

31 861 3183680291

-180x75~20 71 2524

663304753430-150x90~24 836

64633569.824937.0-150x75~18 627

462564271

509163

480130

35563.2

125x65~15 51 7363349224--

493300 468242 44118027981.1--

41 3135 383104 35282.319735.2--

28955.0 1a929.4 15422.8 12718.258.57.57--

10614.923439.311516.5-100x50~10 89.9

12.3-304116 22444.9327170 25259.2 15023.3 71.89.51 48.46.1 8# Check availability.FOR EXPLANATION OF TABLES SEE NOTE 6.2

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BS 5950-1: 000 COMPRESSIONBS 4-1:1993 PARALLEL FLA NGE CHANNELSCONNECTED THROUGH WEBSUBJECT TO A XIAL COMPRESSION

ONE ROW OF F ASTENERS WITHTWO OR MORE FASTENERS ACROSS THE WEBCOMPRES SION RESISTANCE FOR S275

UX

SectionCom press ion res is tan ce, P,,, P,, (kN)

for

300x1 00x46300x90~41260x90~35260x75~28230x90~32230x75~26

200x90~30200x75~23180x90~26180x75~20150x90~24150x75~18125x65~15100x50~10

#Check availability.FOR EXPLANATION OF TABLES SEE NOTE 6. 2

P,, 1540 1540 1540 1510 1470 1430 1390 1320 1230 1140 1050 960 869P 1210 1090 970 850 739 614 505 353 258 196 154 124 101P 1450 1450 1450 1410 1380 1340 1310 1230 1150 1060 972 882 794P 1110 977 844 720 593 473 383 262 190 143 112 89. 7 73.5P,, 1220 1220 1210 1170 1140 1100 1070 990 908 823 736 653 577P 938 829 719 616 512 410 332 228 165 125 97. 4 78. 2 64. 1P,, 965 965 951 923 896 867 838 777 710 641 571 505 445P 703 596 494 393 300 234 186 126 90. 0 67. 6 52. 6 42. 0 34. 4P,, 1130 1130 1100 1060 1030 992 954 873 786 697 612 533 464P 869 770 670 575 482 387 314 216 156 118 92. 4 74.1 60.8P 899 899 875 847 819 789 758 693 622 551 482 419 365P 659 562 468 377 289 226 180 122 87. 2 65.5 51.0 40.8 33. 4P,, 1040 1030 998 961 923 884 842 753 660 569 487 416 357P 804 714 621 534 450 361 293 202 146 1 1 1 86. 5 69.4 56.9P,, 822 816 787 758 727 696 662 592 518 446 381 325 279P 606 518 433 353 271 212 170 115 82. 3 61. 8 48.1 38. 5 31.5P 913 897 861 825 788 748 706 618 528 446 375 316 268P 705 626 545 469 396 318 258 178 129 97. 5 76. 3 61.2 50.2P 712 698 670 641 611 579 546 476 405 340 285 240 204P 524 448 374 304 233 183 146 98.5 70. 7 53.1 41. 4 33.1 27.1P 836 802 763 722 678 632 583 485 395 321 263 218 183PC y 646 573 499 430 363 291 237 163 118 89. 3 69. 8 56. 0 46.0P, 627 601 571 540 507 472 436 362 295 239 196 162 136P 462 396 332 271 208 163 130 88.0 63. 2 47.5 37.0 29.6 24. 2P,, 509 480 449 417 381 344 307 240 186 147 118 96. 3 80.0P 363 300 242 180 135 104 82.3 55. 0 39. 3 29. 4 22.8 18. 2 14. 9P,, 341 315 286 255 222 191 163 119 88. 7 68. 3 54. 0 43. 7 36. 0P 224 170 116 81. 1 59. 2 44. 9 35. 2 23. 3 16. 5 12. 3 9. 51 7. 57 6. 18

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COMPRESSIONTWO PARALLEL FLANGE CHANNELS LACEDSUBJECT TO AXIAL COMPRESSION


B S 4-1:1993

Compression resistance,Pfor

Effective lengths,LE(rresignation I W I b s5.0 10.0 11.0 I 12.0 I 13.0 I 14.0I rnrn I I430x100~64 1 270 I P 4020

40203290329026302640

--316031 702480249017401750

--380x100~54 I 235 I P300x100~46 I 170 I P300x90~41 I 175 I Pcx 2890 1 2750 1 2600

2890 2750 260024502450

1580158011501170-260x90~35 I 145 I P 1980

1990 722260x75~28 I 155 I P 1560

1560892892927941729749

--785 693 614 546785 I 693 1 614 1 546

230x90~32 I 120 I P 17401750

809 709 624 553822 I 720 I 635 I 563

230x75~26 I 135 I P 13901400

1240 1100 964 8391260 I 1120 I 985 I 859 635 556 490 433654 I 573 I 505 I 448

200x90~30 I 90 I P 15001500 1320 1140 972 8311320 I 1140 I 971 I 829 71271 1 614 534 467 411613 533 466 411480 417 364 321478 415 363 320460 398 346 304469 406 354 311348 301 262 230352 304 265 232310 266 231 202

1180118012401250951955970982722739479492237242

-------

55755453754740741 136537327128216016672.173.7

-------

200x75~23 105 PP

180x90~26 75 pP

180x75~20 90 PP

150x90~24 45 p c xP

150x75~18 65 PcxPP

100x50~10 40 pP

125x65~15 50 P

1720 1580 14101730 1580 14201340 1220 10901340 1220 11001 1530 1360 11701530 1360 11801140 1010 870

1 1150 1020 884899 763 614904 772 627573 445 3261 576 450 331

810 680 570 480814 685 575 484791 642 526 436803 654 537 445588 477 391 323606 494 406 336373 294 236 193385 304 244 200177 137 108 87.4181 140 110 89.4

317 272 236 207230 197 171 150240 206 179 156135 115 99.5 86.8140 120 10460.4 51.4 44.261.9 52.6 45.3 39.4

#Check availability.FOR EXPLANATION OF TABLES SEE NOTE6.3

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COMPRESSIONS 5950-1: 000TWO PARA LLEL FLANGE CHANNELSBACK TO BACKSUBJ ECT TO AXIAL COMPRESSION

x- -

COMPRESSION RESISTANCE FOR S275-essionI betwc

CornpLeng3.0- ?sistance,P P (kN)!n Intersections.L (mlforSpacebetweenectionDesignation

1o 1.5 I 2.0 I 2.5 3.5 4.0 I 5.0 I 6.0 7.0 8.0435041 603630350030702980

--4350 4350 43503840 3500 31303630 3630 36303240 2970 26703070 3070 30102770 2560 23202890 2890 2820#520 2280 2010 432027403570236029402070-- 42502360350020602860182026801480--- 36909652990863229079121 20602--- 3520785282070421 106471940477---380x100x54300x100x46300x90~41 289027402440233019301770

2250215018001660

----27501740

260x90~35 2440 2410 23402150 1950 17301930 1900 18501580 1370 11402250 2200 21301990 1810 16101800 1750 1690#490 1310 1110

22701510179093820501 14001640919

---220012901740818198012101580757

---16505221280287- 14704241140

2261220399

--260x75~28230x90~32 1910 1740 15701030 I 808 I 633 13901 4917100

286230x75~26 1520 1390 1240

673 I 496 I 375 964229200x90~30 20802000 18401 1330 17601150 1680 1500 1320989 I 786 I 620 11401 482 972394200x75~23 1640

1530183017501420132016701610125011701020938683609

-------

13907251500102011606201260936943555689413382209

-------

890281-, 1680238-,477215-, :::13766.5-

76122574935057019152632339117223611410852.5

-------

1630 1570 15101380 1220 10401790 1720 16501630 1490 13401400 1340 12801190 1050 8981600 1530 14401490 1360 12301200 1140 10801050 930 798960 899 833829 707 583630 573 510505 396 327

1450875-I1220750

~ E, t010669-253-1320 1180 1030649 482 3661410 1240 1060875 697 5511090 951 810554 411 3111170 970 791805 641 507870 722 588497 369 274614 479 373

180x90~26180x75~20150x90~24150x75~18

125x65~15

100x50x10#173 I 120 I 87.5

#Check availability.Values inbold type indicate that the section has been divided into more than3 bays untilh,


25/166

90.676.369.161.851.243.034.829.334.027.523.218.8

--28.022.719.215.520.317.1' 13.97122

I l5.II 12.311.4

~ 8.73

1.941.941.951.961.751.751.76

1 1.77

' 1.56

--1 1.551 1.461 1.47

2.0

1880159014401240972841639396583473400

2.5 3.0 3.5 4.0

1770 1620 1460 13101490 1370 1240 11101350 1230 1120 9971170 1070 974 876856 740 617 515738 636 528 439566 493 413 346360 324 282 244479 379 302 245389 309 246 199330 262 209 169

1.0

2060174015701350113098474044775461051528059948741231042535829222830324822316017715415715411899.883.370.754. 8

1.5

1970166015101300106092369742468555546926051241535226834729323919023519316812312811110899.677.165.047.940.732. 4

201310252214168194163134112

169 141237 184192 149163 127129 101145 112122 94.4100 77.585. 1 66. 3

70x70 7.0* 9.40 2.12 2.12 1.366.0$ 8.13 2.13 2.13 1.37

65x6560x60

7.0 + 8.73 1.96 1.96 1.268.0 + 9.03 1.80 1.80 1.166.0*5.0$

6.91 1.82 1.82 1.175.82 1.82 1.82 1.17

COMPRESSIONIBS EN 10056-1: 9991aQUAL ANGLESSUBJECT TO A XIAL COMPRESSION "\ ; / vb.-pTf

TWO OR MORE BOLTS IN LINEOR EQUIVALENT WELDED AT EAC H END I I3,I Iv ' I ICOMPR ESS ION RES ISTANCE FOR STEEL S275 u a USection IArea I Radius of Compression resistance, P, (kN)

DesignationTTT Gyratic-Axiscmv-v ;ectio5.0--994843758673

5, L (n6.0--76264658 151926922818313912198.783.962. 470.857.449.039. 442.435.729.325. 525.120.7

------

-10.0-32027224422110790.573. 458. 846.938.232.525. 327.021.918.715.116.113.511.19. 769.477.816.374.914.584.013.663.232.512.1 11.431.220.994

---

--------

-7.0-59550545440720517414010991.474.563.347. 953.143.136.829. 731.726.722.019.218.815.5

------

-8.0-47540336232616213711086. 971.358.249.537. 841.333.528.623. 124.620.817.114. 914.512.09.797. 547.046.185.644.983.873.262.211.881. 54

---

-------

-9.0-38732929526613011089. 170. 957.246.739.730. 633.026.822.918.519.716.613.611.911.69.567.806. 025.614.924.49

--------

cm2200x200 24.0#

20.018.0

* 16.0

6.066.1 16.1 36.164.554.574.604.623.633.653.673.71

--

6.066.1 16.136.164.554.574.604.623.633.653.673.71

--

3.903.923.903.94

150x150 2.932.932.952.97

365310247183

18.0 #15.0* 12.0

10.015.0 #12.010.0

* 8.0#

120x120 2.342.352.362.38

16713611684. 198.880.168.354. 959.450.041.I35. 635.329.1

----

23 141 1333283219264222182149167137

-

---

11814711910181. 088.874.861.452. 853.143.8

----

100x100 15.0#12.010.0

* 8.0

2.993.023.043.062.712.722.742.752.412.43

--

2.993.023.043.062.712.722.742.752.412.43

--

90x90 12.0 #10.08.0

* 7.0 #80x80 10.0*

8.0 f75x75 8.0*

6.0t2.272.29

2.272.29

21o18.614.5- 3.9

12.39.53- .80

8.666.74- .30

6.445.01-

3.963.082.601.751.491. 22

-

*Not available from some leading producers. Check availability.#Check availability.

Section is slender under axial compression and allowance has been made in calculating the compression resistance which isgiven in i talic typ e.FOR EXPLANATION OF TABLES SEE NOTE 6.4


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BS 5950-1:2000 COMPRESSIONUNEQUAL ANGLESSHORT LEG ATTACHEDSUBJECT TO AXIAL COMPRESSION

TWO OR MORE BOLTS IN LINEOR EQUIVALENT WELDED AT EACH ENDCOMPRE SSION RESISTANCE FOR STEEL S275

/ v' \ I ;I '\

n ..

a uSection

DesignationA x B tmrn mrn

200x150 18.0#15.0

'12.0200x100 15.0

* 12.010.0

150x90 15.012.010.0

150x75 15.012.010.0

125x75 12.010.08.0

100x75 12.010.08.0

100x65 10.0#8.0#7.0#

100x50 8.0$* 6.0$

80x60 7.0$80x40 8.0*

6.0$

Area Radius of Compression resistance, P, (kN)Gyration for--Axis Axis Axis Length between Intersections, L (m)

a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0cm2 cm crn crn60.1 6.30 4.38 3.22 1320 1240 1150 1060 943 813 688 498 371 285 225 182 15050.5 6.33 4.40 3.23 1150 1080 998 917 814 700 591 426 316 243 191 155 12740.8 6.36 4.44 3.25 653 618 582 546 499 445 389 296 228 179 143 117 97.243.0 6.40 2.64 2.12 894 781 668 537 416 327 262 178 128 96.3 75.0 60.1 49.234.8 6.43 2.67 2.14 605 539 472 392 312 250 203 140 101 76. 8 60.1 48. 3 39. 629.2 6.46 2.68 2.15 368 335 301 260 216 179 149 106 78. 8 60. 5 47. 8 38. 7 31. 933.9 4.74 2.46 1.93 692 596 494 373 284 221 176 118 84.9 63.7 49.5 39.6 32.427.5 4.77 2.49 1.94 563 486 403 305 232 181 144 97.0 69.5 52.2 40.6 32.5 26.523.2 4.80 2.51 1.95 476 412 342 259 198 154 123 82.6 59.2 44.4 34.6 27.6 22.631.7 4.75 1.94 1.58 599 486 360 258 191 147 115 76.8 54.6 40.8 31.7 25.3 20.625.7 4.78 1.97 1.59 489 398 294 211 157 120 94.7 63.0 44.8 33.5 26.0 20.7 16.921.7 4.81 1.99 1.60 414 338 251 180 134 103 80.9 53.8 38.3 28.6 22.2 17.7 14.522.7 3.95 2.05 1.61 438 361 265 191 141 108 85.5 56.9 40.5 30.3 23.5 18.8 15.319.1 3.97 2.07 1.61 370 305 223 160 119 91.2 72.0 47.9 34.1 25.5 19.8 15.8 12.915.5 4.00 2.09 1.63 282 236 176 129 96. 4 74. 3 58.8 39. 3 28. 0 21.0 16.3 13.0 10.619.7 3.10 2.14 1.59 386 314 226 162 120 92.1 72.6 48.3 34.4 25.7 19.9 15.9 13.016.6 3.12 2.16 1.59 326 264 190 137 101 77.6 61.2 40.7 29.0 21.6 16.8 13.4 10.913.5 3.14 2.18 1.60 266 216 156 112 83.2 63.8 50.3 33.5 23.8 17.8 13.8 11.0 9.0015.6 3.14 1.81 1.39 287 217 147 103 75.5 57.4 45.0 29.8 21.1 15.7 12.2 9.71 7.9212.7 3.16 1.83 1.40 235 178 121 85.0 62.2 47.3 37.1 24.6 17.4 13.0 10.1 8.02 6.5411.2 3.17 1.83 1.40 207 157 107 74.9 54.9 41.7 32.7 21.7 15.4 11.5 8.87 7.07 5.7711.4 3.19 1.31 1.06 176 110 69.5 47.1 33.9 25.5 19.9 13.0 9.20 6.83 5.28 4.20 3.428.71 3.21 1.33 1.07 118 78.1 50. 8 35.0 25. 4 19. 2 15.0 9.92 7. 02 5.23 4. 05 3. 22 2. 639.38 2.51 1.74 1.28 170 118 78.0 53.9 39.2 29.7 23.3 15.3 10.9 8.08 6.25 4.98 4.069.01 2.53 1.03 0.838 111 60.0 36.5 24.3 17.3 13.0 10.1 6.57 4.62 3.42 2.64 2.10 1.706.89 2.55 1.05 0.845 85.6 46.6 28.3 18.9 13.5 10.1 7.82 5.10 3.59 2.66 2.05 1.63 1.32

*Not available from som e leading prod ucers. Check availability.#Check availability.* Section is slender under axial compression and allowance has b een mad e in calculating the com pression resistance which isgiven in italic type.FOR EXPLANATION OF TABLES SEE NOTE 6.4


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-

-

I

943 813 688 498 371 285814I I H I00 591 426 316 243312 250 203 140 101 76.8216 179 149 106 78. 8 60. 5284 221 176 118 84.9 63.7232 181 144 97.0 69.5 52.2198 154 123 82.6 59.2 44.4191 147 115 76.8 54.6 40.8157 120 94.7 63.0 44.8 33.5134 103 80.9 53.8 38.3 28.6141 108 85.5 56.9 40.5 30.3119 91.2 72.0 47.9 34.1 25.596. 4 74. 3 58. 8 39. 3 28. 0 21. 0120 92.1 72.6 48.3 34.4 25.7101 77.6 61.2 40.7 29.0 21.683.2 63.8 50.3 33.5 23.8 17.875.5 57.4 45.0 29.8 21.1 15.762.2 47.3 37.1 24.6 17.4 13.054.9 41.7 32.7 21.7 15.4 11.533.9 25.5 19.9 13.0 9.20 6.8325.4 19.2 15.0 9.92 7.02 5. 2339.2 29.7 23.3 15.3 10.9 8.0817.3 13.0 10.1 6.57 4.62 3.4213.5 10.1 7.82 5.10 3.59 2.6628.5 21.4 16.7 11.0 7.73 5.74

A xBrnm

200x150

200x100

150x90

150x75

125x75

100x75

tmm cm2

18.0# 60.115.0 50.512.0 40.815.0 43.0

* 12.0 34.810.0 29.215.0 33.912.0 27.510.0 23.215.0 31.712.0 25.710.0 21.712.0 22.710.0 19.1

* 8.0 15.512.0 19.7

499416

445 389 296 228 179327 262 178 128 96.3

4.784.813.953.974.003.103.123.143.143.163.173.193.212.512.532.552.35

1.59 4891.60 4141.61 4381.61 3701.63 2821.59 3861.59 3261.60 2661.39 2871.40 2351.40 2071.06 1761.07 1181.28 1700.838 1110.845 85.61.07 151

COMPRESSIONBS EN 10056-1:1999

A UNEQUAL ANGLESLONG LEG AlTA CHED b' ..SUBJECT TO AXIAL COMPRESSION /"TWO OR MORE BOLTS IN LINEOR EQUIVALENT WELDED AT EACH END V '

I \COMPRESS ION RESISTANCE FOR STEEL S275 b uRadius of Compression resistance,P, (kN)

for-Axisa-acm

Designation 1yrationLennth between Intersections.L (rn) -8.0 -9.0-182

15511760.148. 338. 739.632.527.625.320.717.718.815.813.015.913.411.09.718.027.074.203. 224.982.101.633.532.742.582.081.371.17

--------------

-10.0-2.0.5 2.5 3.0 I 3.5 I 4.0 I 5.0 1 6.0 I 7.04.384.404.442.642.672.68

-1240108061878153933559648641 248639833836130523631426421 621 717815711078. 111860.046.692.371.567.654.439.133.3

--------------

1150998582668472301

-1060917546537392260

-22519114375.060. 147. 849.540.634.631.726.022.223.519.816. 319.916.813.812.210.18.875.284. 05

-------

15012797. 249.239. 631. 932.426.522.620.616.914.515.312.910.613.010.99.007.926.545.77

------

2.462.492.511.941.971.992.052.072.092.142.162.181.811.831.831.311.331.741.031.051.401.421.431.471.121.13

------------

49440334236029425126522317622619015614712110769.550. 878.036.528.358.345.342.7

---------

37330525925821 118019116012916213711210385.074.947.135. 053.924.318.939.630.729.023.315.913.6

------------

3.422. 63

75x50 8. 0$

6.252.642.054.433.453.252.611.731.48

------

4.061.701.322.872.232.101.691.12

0.953

------

34.323.820.3--.89 10.860I 60.9 9.68 I 7.25 I 5.63 I 3.67 I 2.58 I 1.91*Notavailable from some leading producers. Check availability.

#Check availability.Section is slender under axial compression and allowance has been made in calculating the compression resistance which is

given in italic type.FOR EXPLANATIONOF TABLES SEE NOTE 8.4

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I BS5950-1: 2000 I COMPRESSION

~ Area

cm218115313812410286.069.6

IB S EN 10056-1:19991V n

Gyration Mod.Axis Axis Axisx-x y-y x-x 1.0cm cm cm36.06 8.95 470 41206.11 8.87 398 34806.13 8.83 362 31506.16 8.79 324 27004.55 6.75 200 22604.57 6.66 167 19704.60 6.59 135 1480

-

TWO EQUAL ANGLES BACK TO BACK

1.5

395033303020

rcy+ONNECTED TO ONE SIDE OF GUSSET OR MEMBER Ar x - - - - xSUBJECT TO A XIAL COMPRESSIONTWO OR MORE BOLTS IN LINE ALONG E ACH ANGLEOR EQUIVALENT WELDED AT EAC H END

COMPR ESS ION RES ISTANCE FOR STEEL S275

XA

A&!Wt' AIlzSection I pace1 TotalI Radius of I lastic1

2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0

3760 3570 3380 3180 2980 2600 2250 1830 1500 1240 10403170 3020 2850 2690 2520 2200 1910 1560 1280 1060 8912880 2730 2590 2440 2290 2000 1730 1420 1170 966 811

~ 151515121212121212121210101010101010108888

------

25902130

2480 2360 2230 2110 1990 1740 1520 1250 1030 859 7231980 1830 1680 1540 1400 1110 850 663 529 431 357

8491380

803 757 711 665 619 520 418 337 275 228 1911250 1120 995 880 747 533 394 301 237 191 158

5231 4861 4491 4131 377 335 255 196 154 124 101 84.02.9s3.023.04

2.712.722.742.752.412.432.27

--

4.62 71.64.55 58.24.50 49.24.46 39.84.16 47.04.11 39.64.06 32.2

,4.04 28.23.65 30.83.60 25.23.41 22.0

559746

496 435 379 312 257 179 131 99.7 78.2 62.9 51.7642 545 443 353 285 194 140 106 82.7 66.3 54.4

405525430384

354 306 255 206 168 116 84.5 64.0 50.1 40.3 33.1440 360 278 217 174 117 84.4 63.4 49.4 39.5 32.3361 297 229 179 144 97.1 69.8 52.5 40.9 32.7 26.8318 251 191 149 118 79.6 57.0 42.8 33.3 26.6 21.8

Compression resistance, P, (kN)for

Lenath between Intersections. L (m)inationes

A x Amm

200X20C

150x150

120x120

100x100

90x90

80x80

75x75

70x70

65x65

tmm

24.0 #20.018.016.018.0#15.012.010.015.0#12.010.08.0 #15.0#12.010.0

12.0#10.08.07.0 #10.0*8.0 *8.0 *6.0*7.0*6.07.0*8.0*6.0*5.0 *6.0 *5.0*

* 4.0*

8.0

58.6 894151012201030559120097382462

--

68.055.046.437.656.045.438.431 O40.634.227.824.430.224.622.817.518.8

----

850716583455613501455326367

16.312.1313.161 14.5 I 31817.518.113.8- .96i3.14i 14.4 1.80 2.82 13.81.82 2.77 10.6 2558888

88

--

60x60

50x50

*Not available from some leading producers. C heck availability.#Check availability.* Section is slender under axial compression and allowance has been made in calculating the compression' resistance which isgiven in ita/ic type.Values inboldtype indicate that the section has been divided into more than 3bays until &I 50.FOR EXPLANATION OFTABLES SEE NOTE 6.5

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COMPRESSIONBS EN 10056-1:1999

V n TWO EQUAL ANGLES BACK TO BACK

9.0

1240106096685943136 7295228191156133101110

90.977.862.966.356.346.440.339.532.726.620.619.316.815.413.510.68.916.005.124.18

Y

10.0

104089181172335 730424519115812 911 0

84.090.374.663.951.754.446.138.033.132.326.821.816.815.813.712.611.08.637.274.894.183.41

CONNECTED TO ONE SIDE OF GUSSET OR MEMBERA SUBJECT TO AXIAL COMPRESSION

IS , L (m)6.0

225019101730152085072857841839432227419623119 116 313114 011 9

98.184.584.4

ONE BOLT IN EACH ANGLE AT EACH ENDCOMPRESS ION RES ISTANCE FOR STEEL S275r r

7.0

1830156014201250

663567453337301246210154175145124

99.7106

89.974.164.063.4

Section I pace1 Total I Radius of I lastic

cm2181153138

Designation Icm cm cm36.06 8.95 4706.11 8.87 3986.13 8.83 362

yl00x200 24.0 #150x150

120x120

100x100

90x90

Area Gyration Mod.Axis Axis Axiskl-x

' 6.0 15 124 6.16 8.79 32418.0# 12 102 4.55 6.75 20015.0 12 86.0 4.57 6.66 16712.0 12 69.6 4.60 6.59 135

+ 10.0 12 58.6 4.62 6.54 11415.0# 12 68.0 3.63 5.49 10612.0 12 55.0 3.65 5.42 85.410.0 12 46.4 3.67 5.36 72.08.0 # 12 37.6 3.71 5.34 59.015.0# 10 56.0 2.99 4.62 71.612.0 10 45.4 3.02 4.55 58.210.0 10 38.4 3.04 4.50 49.28.0 10 31.0 3.06 4.46 39.812.0# 10 40.6 2.71 4.16 47.0

629513405525430384279305264269263203171143121

94. 5

542 461442 377354 306440 36C361 297318 251234 187248 187215 162213 155196 14C152 10s128 91.794.0 65.080.1 55.563. 8 44.5

37530825527822919114414112311 510 380.5

67.847.340.332.5

299 241246 198206 168217 174179 144149 118113 90.2109 86.6

95.2 75.588.5 69.978.9 62.161.5 48.551.8 40.835.8 28.030.6 23.924.7 19.4

65x65

80x80

60x60 I ::: I I 18.1 I1.801 2.821 13.813.8 1.82 2.77 10.6

* 7.0# 10 24.4 2.75 4.04 28.210.0 * 8 30.2 2.41 3.65 30.8

75x758.0$ 8 24.6 2.43 3.60 25.28.0$ 8 22.8 2.27 3.41 22.0

-1o-41 20348031502700226019701480894

--151012201030

1200559-9738246285C71E5834556150145532636731e3313312552119116.2124

--------

50x50

2590 2480 2360*5.0 * 8 11.6 1.82 2.74 8.906.0$ 8 11.4 1.50 2.38 7.22

w070 938 812

5.0 *4.0*

w46 642 545

8 9.60 1.51 2.35 6.108 7.78 1.52 2.32 4.92

Iompression resistance, P, (kN)formgth between lnteiTq7Y-p

413 377 335*;ectio

5.0--2600220020001740111c9547552053:43537c2553126222417919416513E116111

97.179.E61.058.C50.E46.E41 232.227.118.515.E12.8

-----------

-8.0-1500128011701030

529451362275237194165124137113

96.978.282.770.257.850.1

----

49.440333.325.724.121.119.317.C13.211.2

-7.5:6.4:5.25-

+Not available from some leading producers. Check availability.#Check availability.

Section is slender under axial compression and allowance has been made in calculating the compression resistance which isgiven in italic type.Values in boldtype indicate that the section has been divided into more than 3 bays until &250.FOR EXPLANATION OF TABLES SEE NOTE 6.5


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I BS 5950-1: 2000 I COMPRESSION

-III

II

III

III

III

IIII

IIII

II4

IBS EN 10056-1: 19991A A

-III

TW O EQUAL ANGLES BACK TO BACK

4120348031502700

A s AI-H

3950333C302C2590

wfl CONNECTED TO B OTH SIDES OF GUSSET OR M EMBER

3760317028802480

xLqk==7SUBJECT TO AXIAL COMPRESSION- -xTWO OR MORE BOLTS IN LINE ALONG E ACH ANGLEAT EACH END

COMPRESSION RESISTANCE FOR STEEL S275Ya

3570 33803020 285C2730 259C2360 2230

3180269024402110

2980 26002520 220C2290 200C1990 1740

2250191017301520

1940 16801650 143C1500 13001320 1150

226019701480894

213C18501390849

151012201030559

1200973824621

, 850~ 716

58345561350145532 6367318331331255214191162124

138C112c946523

107C87C73e55974E62s51340552543C38427930526426s262202171142121

94.5

-RadAxisGYl-x-xcm

-ElasticMod.Axiscm3x-x

-Fn-III

II

I

I

I1

!1

II

II

iII

1I-

-

III

I

I

I

!I

!II

1L!

IiIII!I

-

us ofition

.essionresistance:for

)etween lntersectioComF

LenqthSection

DesignationAxisY-Ycm l . O I 1.5 2.0 I 25 I 3.0 3.5 I 4.0 I 5. 0 9.0 10.0

1470 12901250 10901130 995t000 883cm2181153138124

10286.069.658.6

--

15151515

6.066.116.136.164.554.57-4.604.62

8.958.878.838.79

470398362324

200x200 24.0 #20.018.0

* 16.012121212

6.756.666.596.54

200167135114

150x150 18.0#15.0* 12.0* 10.0

1980 1830 16801720 1590 14601300 1210 1120803 757 711

1540 1400 11501330 1200 9901020 934 77 5665 619 53 3

12121212

68.055.046.437.6

3.633.653.673.71

5.495.425.365.34

10685.472.0

59.0

1250 1120 9951010 909 808858 769 684486 449 413

120x120 15.0#12.010.0

*8.0#

880 777 610715 63 2 497606 53 6 422377 343 283

2.993.023.043.062.712.722.742.752.412.43

-

-

4.624.554.5c4.46

71.658.249.2E~ 32.228.2

307 235 185253 194 152216 166 130172 133 105

4.1E4.1 14.OE4.04

188 143 lli159 121 94.E131 99.6 78.1112 85.7 67.57.0 # 24.4

3.653.6C

30.8~ 25.2

80x80 l O . O $ 8 30.28.0* 8 24.6

75x75 8.0$ 8 22.8*6.0 $ 8 17.5

70x70 7.0$ 8 18.86.0 * 8 16.3

65x65 7.0$ 8 17.560x60 8.0$ 8 18.16.0 * 8 13.85.0 * 8 11.650x50 6.0$ 8 11.4

5.0 * 8 9.60* 4.0 * 8 7.78

2.272.292.122.191.9E1.8C1.821.821.5C1.511.52

-----

3.413.35

22.0~ 16.8

16.87

6.10

27.96.21 22.99.73.18

l3.1E~ 3.142.822.772.74

- 113 93.1 62.7104 83.0 55.E80.6 64.8 43.4

67.9 54.5 36.648.0 37.7 25.C41.0 32.2 21.4I3.0 26.0 17.3 21.0 17.218.5 15.112.2 9.948.21 6.707.01 5.72I.72 4.6714.4 11.82.35$ Not available from some leading producers. Check availability.#Check availability.* Section is slender under axial compression and allowance has been made in calculating the compression resistance which is

given in i tal ic typ e.Values in bold type indicate that the section has been divided into more than 3 bays untilhc 50 .FOR EXPLANATION OF TABLES S EE NOTE 6.5

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- COMPRESSION

..II

I

I,II

II

I

II,IIII

II1I

IIII-

IB S EN 10056-1: 19991B v B n TWO UNEQUAL ANGLES LONG LEGS BA CK TO BA CK

I:

B v B

e-II

I

I11i!Lr

IIi!iIri1Ii1I!rii-

IS

CONNECTED TO ONE SIDE OF GUSSET OR MEMBERA;Ty-;l SUBJECT TO AXIAL COMPRESSIONTWO OR MORE BOLTS IN LINE ALONG EACH ANGLEOR EQUIVALENT WELDED AT EACH ENDBrBIt t F

n-II

I

II

I

II

II1I

I

IIII

I-

-III

II

IIIb

iIIIII,1

!Iii1r!II-

2.52390208016201200

11006781210976819

103082 368 775 863 148058 749 740 645 436431924516 623614810 921416 014 5105

94.280.1

Length3.0

2270197013901150

9666091120

89674984567 155962551939 850843035238630927019513 3183116

84.4166127110

78.869.959.5

111078 751 685268056 663 349 839 745437529 034 329223926621118 412 7

88.411 6

71.952.3104

80.467.71 48.1I 42.2, 36.0

86862 842864851542745936029734528422 0238203167193154134

88.061.878.548.735.370.054.345.532.128.123.9

BfCOMPRESSION RESISTANCE FOR STEEL S275-TotalArea

cm2-12010181.686.069.658.4

-

-RadGYl

Axiscm

6.306.336.366.406.436.46

-x-x--

-J S Ofition

-essioietwe~

3.5--214C186C1100

-ElasticMod.Axiscm3350294238274222186

155.412710715012310386.473.059.256.047.638.646.437.833.236.427.621.4

x-x

--------

SectionDesignation

;pace

Smm151515151515

--

resistance,n lntersectio

forAxisY-Ycm

6.366.286.223.973.903.85

--

-III

1i1IiIII

IiI!Iiiiibi!!ri-

-10.0-73 963 245430322 917 121 617 114 114 311 1

91.410 9

89.069.468.058.047.755.245.440.125.117.921.713.5

1 9.7519.214.912.48.707.556.44

--------77----

-I

I

I

I

II

IIII

I

I

IIIIIiId

2020 17701740 1530t050 94 8 7.0 I 8.0 9.0.0 1.5 2.02740 2630 252C2390 2290 219C1350 1300 1250

2030 1950 184C1360 1310 1240813 786 7471560 1470 137C1260 1190 111C1070 1010 9411460 1370 116C1180 1110 925999 931 78C

1020 944 845858 795 70E648 603 536849 762 67:716 644 565583 525 464674 606 515549 495 415485 437 367494 381 30s

154c133C850

87E752531

1280 10601100 907735 6242.0

* 12.010.0130C90457 794E76C63473E58248254745234 841 E35E29i32 t24E21 71%108144

90.165.213C10185.i

-----------60.7

53.f45.f--

68250135250C39E32E

-543 440403 329290 241394 317312 250t58 207 36227 220 226C20516:-150x90 15.0I 12.0 121212121212- 67.855.046.463.451.443.4

45.438.231 O39.433.227.0

---

4.744.774.804.754.784.813.953.974.003.103.123.14

---

3.753.693.643.093.022.973.193.143.093.313.273.22

---

34426s22125:21166

-17213 t1111311OE

83.8

-12.0I 10.0 121212101010

- 17:14E122141114

98.764.145.356.135. i25.450. i39s32.122.220.C17.C

---------

82.E70.E58.167.255.:48.130.221.826.116.t11.223.118. i15.;

------

132 103112 87.9

92.3 72.3107 83.5

87.0 68.875.6 60.148.6 38.134.5 27.042.5 33.126.5 20.6

1 19.1 14.937.7 29.329.3 22.824.4 19.017.2 13.315.0 11.612.7 9.88

10101010108

--

31.225.422.422.817.418.8

--

3.143.163.173.193.212.51

--

2.792.742.722.092.042.59

--.0 *80x60

80x40 I 88

18.013.8

2.532.55

1.711.66

22.817.520.816.014.010.310.18.50

-----88

18.814.413.811.111.49.58

----

2.352.372.202.051.881.89

----

2.192.142.192.21---1.801.78-

70x50 I &;:65x50 8888

---

10.79.217.8t--60x40 I*Not available from some leading producers. Check availability.

#Check availability.Section is slender under axial compression and allowance has been made in calculating the compression resistance which is

given in italic type.Values in boldtype indicate that the section has been divided into more than 3 bays until hcI 50.FOR EXP LANATION OF TABLES SE E NOTE 6.5

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--10.0-704

58 641 522817 313 116 212 810 510 7

82.867.880.864.251.768.058.047.743.534.229.7

-------18.5

13.221.79.917.1416.612.212.18.706.905.67

-------

COMPRESSION(B S EN 10056-1: 19991

B v B n TWO UNEQUAL ANGLES L ONG LEGS BACK TO BA CK R \ RY , YAsTONNECTED TO ONE SIDE OF GUSSET OR MEMB ERSUBJECT TO A XIAL COMPRESSIONONE BOLT IN EACH ANGLE AT EACH END

COMPRESS ION RESISTANCE FOR STEEL S275-ElasticMod.Axiscm3350294238274222186

155.4127107

x-x

--

-I

-resisfor

n lnte

-Ll-))I

I

1I)II

iI

I,I

II!II

!I

iiIIIII-

-#tir-

1I

I

i!if

IIII

II

1II

ii

IIIIIIIiI-

-

-II

i

iI,III1I

Ii

Ii

I

I

iIIIII-

Compressioenath betwec

ante, P, (kNsections. L (I

DesignationI I

A x B t Smm I mm I mm 1 o I *. O 2.5 3.0 3.5I 4.0 5.0 I 6.0 7.0 I 8.0 I 9.0I I200x150 I ;:::#15

15274C239C1350203C1360813

156C126C107C

--

239C208C1200149C1020636

11oc88474c

--

200c171C1030

2270 214C1970 186C1150 11001240 1110871 79 0560 51 7978 809783 646653 537716 604566 475470 393533 451441 373340 288

1720 13801470 1170911 760701 537514 398360 287517 390410 308339 255358 264279 206230 169269 199221 164172 127

12.0 1515.0 15

* 12.0 15* 10.0 1515.0 1212.0 1210.0 1215.0 1212.0 1210.0 1212.0 1210.0 128.0 1212.0 1010.0 108.0 1010.0# 108.0 # 107.0 # 108.0 * 10

*6.0 f 10

93:6 7245 370E56246E50739E31 E36E30:235

---

200x100 420 336 275314 253 207231 189 156302 241 19E239 190 154197 157 127202 160 12s157 125 101129 102 82.4153 121 98.C125 98.9 80.3

97.6 77.1 62.7

150x90

150x75 15012310386.473.059.2

-146C118C99s102c85E648

-1300 10601050 845878 707944 775791 647t97 492 90:71 759E66755442 3-125x75

100x75 56.047.638.646.437.833.2

- 84s71E58267454s485

-762 673644 569525 463599 466484 375t25 329 58749740C39c3127:- 48 0 410399 340320 272320 261255 201t22 175 34:28722121 1167145- 132 103 82.8112 87.9 70.692.3 72.3 58.183.6 65.6 52.e65.5 51.7 41.656.9 44.9 36.136.1 28.2 22.525.7 20.1 16.1

42.5 33.1 26.519.5 15.2 12.114.1 10.9 8.7532.5 25.3 20.323.7 18.5 14.923.7 18.4 14.817.2 13.3 10.713.6 10.5 8.4411.2 8.68 6.94

100x65

100x50 36.427.6

471299

20c137

97.568.3114

54.439.487.C64.163.448.137.E31C

-------

21.422.817.520.816.014.0

---38532424437s291272

---

21117

85.f17 f131128

---

80x60 7.0$ 880x40 8.0$ 8

6.0 * 875x50 8. 0$ 8

6.0 * 870x50 6 . 0 f 810.310.18.50-- 21421 1177-- 10480.C66.2--5.0 $ I 8*Not available from some leading producers. Check availability.

#Check availability.* Section is slender under axial compression and allowance has been made in calculating the compression resistance which isgiven in italic t y p e .

Values in bold type indicate that the section has been divided into more than 3 bays until h, I 0.FOR EXP LANATION OF TABLES SEE NOTE 6.5

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n-II

I

11I111I

III1III,iIIirII!I-

1. 027402390135020301360813

15601260107014601180999

1020858648849716583674549485471299385324244379291272214211177

1.5263C229C1300195C1310

786147C119C101C130C105C87e94479159776164452559s48442534222533223C17 1292221214172153128

2. 025202190125017401170

71413201060890

106084570777564749267356946346637532926317 6279162119228171167135I 1 0

91.0

12. 523902080120014901020636

110088474090371759666755442358749740039031227320013 7212117

85.617613 1128104

80.066.3

I:-II

I

IIIiiIII

1I11i!I

I!1r

Ii1II-

)etween3. 5

214018601100111079 051780 964 653760 447539 345137 328841 034027 226120117 512 1

84.613 9

68.749.910 8

79.678.764.247.339.1

lnte4. 0200017101030

93367245370656246650739831836830323 5348287221211167145

97.568.3114

54.439.487.064.163.451.737.631.0

cm3350294238274222186

155.412710715012310386. 473. 059. 256. 047. 638. 6

-----

46. 437. 833. 236. 427. 621. 422. 8

-77

26420616 919 916412 718415 212 010 9

86.274.947.934.057.726.118.843.031.631.325.618.114.9

202157129153125

97.6142116

92.483.665.556.936.125.743.719.514.132.523.723.719.313.611.2

12 9i o i

82.498.080.362.791.274.959.352.841.636.122.516.127.7

I 12.18.75

1 20.3I 14.9l 14.8

12.11 8.441 6.94

10782.867.880.866.251.775.261.848.943.534.229.718.513.222.79.917.1416.612.212.19.926.905.67

I BS 5950-1: 2000 I COMPRESSIONIBS EN 10056-1: 19991

B s B TW O UNEQUAL ANGLES LONG LEGS BACK TO B ACKCONNECTED TO BO TH SIDES OF GUSSET OR MEMBERSUBJ ECT TO AXIAL COMPRESSIONx-T-xTWO OR MORE BOLTS IN LINE ALONG EACH ANGLEAT EACH END

COMPRESSION RESISTANCE FOR STEEL S275RadGYl

Axis-x- xcm

6. 306. 336. 366. 406. 436. 464. 744. 774. 804. 754. 784. 813. 953. 974. 003. 103. 123. 14

------

us ofition

ComFwgth

3. 0--227C197C1150124C87156097878365371 E56647c53344134048C39s32C32C2552 2 i154107171

89.264.E13710199.5

81.I61.:49.E

--------------

mce,jectio

5. 0--172C147C91170151 436 051 741 C33s

--

'c (kN)I S , L (m)6. 0 7. 0

1380 11701170 986760 659537 420398 314287 231390 302308 239I55 197Section Space TotalDesignation AreaSmm cm2 AxisY-Ycm6. 366. 286. 223. 973. 903. 853. 753. 693. 64

3. 093. 022. 973. 193. 143. 093. 313. 273. 22

------

-8. 0-95s8 0 i55 233E25318924I19c157

--

200x150 18. 0# 15 120I 15. 0 1 15 I 10112.0 15 81. 6200x100 15. 0 15 86. 0

* 12. 0 15 69. 6* 10. 0 15 58. 4150x90 15. 0 12 67. 8

12. 0 12 55. 010. 0 12 46. 4

150x75 15. 0 12 63. 412. 0 12 51. 410. 0 12 43. 4

35827s23C26s22117224820416314s11E1O?

66.446.978.E36.426.:59.543.743.:35.425. i20.1

-----------

16C125102121-

98.:77.111:

92.773.c65.E51.744.528. i20.134.415.210.525.218.:18.415.110.58.6f

----------

125x75 12. 0 12 45.410. 0 12 38. 28.0 12 31. 0

100x75 12. 0 10 39. 410. 0 10 33. 28. 0 10 27. 0

100x65 10. 0# 31. 21 8. 0 # I ;:25. 4 3. 143. 16

3. 173. 193. 212. 512. 532. 552. 352. 372. 202. 05

------

2. 782. 742. 722. 092. 042. 5s1. 711. 662. 1s2. 142. 1s2. 211. 8C1. 7e

-------

7. 0# 10 22. 4100x50 8. 0$ 10 22. 8

80x40 8. O$ 18. 06. 0 13. 8

75x50 8. O$ 18. 8I 6. 0f I I 14. 470x50 I 6. 0$ I 8 I 13. 865x50 I 5. 0f I 8 I 1 1 . 160x40 6. 0$ 8 11. 4I 5. 0f I 8 I 9. 58 1. 881. 89

$ Not available from some leading producers. Check availability.#Check availability.* Section is slender under axial compression and allowance has been made in calculating the compression resistance which isgiven in italic type.

Values in bold type indicate that the section has been divided into more than 3 bays until 1,s 50.FOR EXPLANATION OF TABLES SEE NOTE 6. 5

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BoltSizeWeldM24M24M20WeldM24M24M20WeldM24M24M20WeldM24M24M20WeldM24M20WeldM24M20WeldM24M20WeldM24M20WeldM24M20WeldM24M20WeldM24M20WeldM24M20

No.

0123012301230123012012012012011011011011

Designation I per

15 #

12

10

8 #

26.6

21.6

18.2

14.7

BS 5950-1: 000 TENSIONEQUAL ANGLES

SUBJECT TO AXIAL TENSION

TENSION CAPACITY FOR S2757From Angle

Section I Mass EquivalentTension

Areacm277.869.363.959.965.458.253.750.359.252.548.545.552.946.943.340.643.938.935.036.932.629.329.826.323.725.022.019.9

GrossArea

cm290.6

Radius ofGyration

Axiscm3.90

v-v

TensionCapacity

ptkN

2060184016901590173015401420133015701390129012101450129011901120116010309271010896807818722651688606546

Metrem k I kg Diametermm

262622262622262622

2626222622

2622

2622

262226222622

A x Amm

200x200

3.92 76.3

3.90

3.94

2.93

69.1

5950 member capacities for s275.pdf

Documents