UB Section PropertiesBS 5950-1: 2000UNIVERSAL BEAMSBS 5950-1: 2000UNIVERSAL BEAMSBS 5950-1: 2000UNIVERSAL BEAMSBS 4-1: 1993BS 4-1: 1993BS 4-1: 1993DIMENSIONSPROPERTIESREDUCED PLASTIC MODULUS UNDER AXIAL LOAD SectionMassDepthWidthThicknessRootDepthRatios forDimensions forSurface Area SectionSecond MomentRadiusElasticPlasticBucklingTorsionalWarpingTorsional Area SectionPlasticMajor Axis Reduced ModulusPlasticMinor Axis Reduced ModulusDesignationperofofRadiusbetweenLocal BucklingDetailingDesignationof Areaof GyrationModulusModulusParameterIndexConstantConstantofDesignationModulusModulusMetreSectionSectionWebFlangeFilletsFlangeWebEndNotchPerPerAxisAxisAxisAxisAxisAxisAxisAxisSectionAxisLower ValuesChangeHigher ValuesAxisLower ValuesChangeHigher ValuesClearanceMetreTonnex-xy-yx-xy-yx-xy-yx-xy-yx-xof nFormulaof ny-yof nFormulaof nDBtTrd b/T d/t C N nuxHJAAt n =At n =kg/mmmmmmmmmmmmmmmmmmmm2m2cm4cm4cmcmcm3cm3cm3cm3dm6cm4cm2cm3K1K2K3K4cm3K1K2K3K41016x305x487 # 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5950-1: 2000UNIVERSAL BEAMSBS 5950-1: 2000UNIVERSAL BEAMSBS 5950-1: 2000UNIVERSAL BEAMSBS 4-1: 1993BS 4-1: 1993BS 4-1: 1993DIMENSIONSPROPERTIESREDUCED PLASTIC MODULUS UNDER AXIAL LOAD SectionMassDepthWidthThicknessRootDepthRatios forDimensions forSurface Area SectionSecond MomentRadiusElasticPlasticBucklingTorsionalWarpingTorsional Area SectionPlasticMajor Axis Reduced ModulusPlasticMinor Axis Reduced ModulusDesignationperofofRadiusbetweenLocal BucklingDetailingDesignationof Areaof GyrationModulusModulusParameterIndexConstantConstantofDesignationModulusModulusMetreSectionSectionWebFlangeFilletsFlangeWebEndNotchPerPerAxisAxisAxisAxisAxisAxisAxisAxisSectionAxisLower ValuesChangeHigher ValuesAxisLower ValuesChangeHigher ValuesClearanceMetreTonnex-xy-yx-xy-yx-xy-yx-xy-yx-xof nFormulaof ny-yof nFormulaof nDBtTrd b/T d/t C N nuxHJAAt n =At n 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UB BendingBS 5950-1: 2000BENDINGBS 4-1: 1993UB SECTIONSSUBJECT TO BENDINGMOMENT CAPACITY AND BUCKLING RESISTANCE MOMENT FOR S275SectionSectionMomentBuckling Reisistance Moment Mb (kNm)DesignationClassificationCapacityforMcxEffective lengths (m)kNm234567891011121314 1016x305x487 # +Plastic59205920582052804770430038903530322029602730254023702220 1016x305x437 # +Plastic52905290517046704190375033603030275025102310213019901860 1016x305x393 # +Plastic47304730459041203670326029002590233021201940178016501540 1016x305x349 # +Plastic44004400424037803350294025902300205018501680154014201320 1016x305x314 # +Plastic39403940377033502950257022501980175015701420130011901100 1016x305x272 # +Plastic340034003250287025102170188016401440128011501050956880 1016x305x249 # +Plastic3010301028402490216018501580137011901050940848772708 1016x305x222 # +Plastic26002600242021001800152012901100954837743667604552 914x419x388 #Plastic46804680468046504320399036803380310028502620242022402090 914x419x343 #Plastic41004100410040503750346031702890264024002200202018601730 914x305x289 #Plastic3330333032202870253022201940170015101350122011101020944 914x305x253 #Plastic2900290027802470216018801630142012501110994900822756 914x305x224 #Plastic253025302410213018501590136011801030905807727661605 914x305x201 #Plastic2210221020901830158013401140977847742658590533486 838x292x226 #Plastic243024302310204017801540133011601020907815739676623 838x292x194 #Plastic2020202019101670144012301050904787693618556506463 838x292x176 #Plastic180018001680147012501060899769665583517463419383 762x267x197Plastic190019001750152013101120961836736656591537493455 762x267x173 >Plastic16401640150012901100928790680594525470425388357 762x267x147Plastic1370137012301050880733616524453397353317288263 762x267x134Plastic128012801130959794655545460395344304272246224 686x254x170Plastic14901490136011701000856736641565505456416382353 686x254x152Plastic1330133011901030870735627541474421378343314289 686x254x140Plastic121012101080926779654553475414366327296270248 686x254x125Plastic10601060938795661549460392339298265238216198 610x305x238Plastic1980198019801810164014801340122011101020942874815763 610x305x179Plastic147014701450131011701040924823737665605554511475 610x305x149Plastic1220122011901070953838736648574513462420385355 610x229x140Plastic11001100957813684578495431381341308282259240 610x229x125Plastic974974842709591494420362318283255232213197 610x229x113Plastic869868743621512424357305266236211191175161 610x229x101Plastic792781663545442361300254220193172155141130 533x210x122Plastic847836715602504427368322286257234215199185 533x210x109Plastic749736625520430360307267235211191174161149 533x210x101Plastic692678573474389324274237208186168153141130 533x210x92Plastic649629528430349286240206180159143130119110 533x210x82Plastic56654545336429123619616714412711410393.986.5 457x191x98Plastic591570481401334283245215192173158145135125 457x191x89Plastic534512429353291245209183162146133122112105 457x191x82Plastic5044783963222612171841591411261141049689.1 457x191x74Plastic45543035428422918815813612010696.187.680.574.6 457x191x67Plastic4053803102461961591331139987.778.871.665.660.6BS 5950-1: 2000BENDINGBS 4-1: 1993UB SECTIONSSUBJECT TO BENDINGMOMENT CAPACITY AND BUCKLING RESISTANCE MOMENT FOR S275SectionSectionMomentBuckling Reisistance Moment Mb (kNm)DesignationClassificationCapacityforMcxEffective lengths (m)kNm11.522.533.545678910 457x152x82Plastic480480469422376333295263212177152133119107 457x152x74Plastic43143141937533329325722718215012811198.888.9 457x152x67Plastic40040038434230026122719815612710792.881.973.3 457x152x60Plastic35435433830026222619516913110688.576.166.759.5 457x152x52Plastic30130128525021618415713510381.967.857.750.344.6 406x178x74Plastic413413413386351318286257210176150131117105 406x178x67Plastic37037037034431228125122418115012711097.487.2 406x178x60Plastic33033033030527624722019515612810792.481.272.4 406x178x54Plastic29029029026623921218816513010587.77565.458 406x140x46Plastic24424422819917114612410782.366.355.347.541.737.1 406x140x39Plastic19919918215713311193.779.66047.539.133.228.925.6 356x171x67Plastic33333333331028325723221017414712711299.790.2 356x171x57Plastic27827827825623220818716713511295.783.473.866.3 356x171x51Plastic24624624622620318216114311594.179.568.760.654.2 356x171x45Plastic21321321319317315313511993.575.963.454.447.642.3 356x127x39Plastic18118116113811697.282.571.155.2453832.929.126.1 356x127x33Plastic14914913011090.975.262.953.540.732.727.323.420.518.3 305x165x54Plastic23323323321619617816114612110288.678.169.863.2 305x165x46Plastic19819819818216514813311996.880.869.260.453.748.3 305x165x40Plastic17117117115614112611299.379.565.555.44842.437.9 305x127x48Plastic19619617815613611810492.475.363.55548.643.539.5 305x127x42Plastic16916915213211397.484.774.559.849.942.937.733.730.4 305x127x37Plastic14814813211496.682.270.761.748.840.434.530.126.824.2 305x102x33Plastic13212710686.470.558.549.64333.92823.920.918.616.8 305x102x28Plastic11110586.669.355.445.237.932.425.120.517.415.113.412 305x102x25Plastic9487.871.155.743.835.229.124.718.915.312.911.19.848.81 254x146x43Plastic1561561531391251131029276.565.256.850.445.341.1 254x146x37Plastic13313313011710593.583.374.560.951.244.238.934.731.4 254x146x31Plastic10810810593.582.772.663.756.144.83731.427.424.321.8 254x102x28Plastic979479.465.954.74639.534.527.62319.817.415.514 254x102x25Plastic8480.767.45544.937.331.627.421.617.915.313.311.910.7 254x102x22Plastic7167.455.544.535.629.224.52116.313.411.49.888.767.88 203x133x30Plastic8686.482.674.166.158.952.647.339.133.228.925.62320.9 203x133x25Plastic717167.159.652.54640.535.92924.320.918.416.414.8 203x102x23Plastic6463.454.646.539.634.129.826.421.518.115.713.912.511.3 178x102x19Plastic4746.44034292521.819.315.713.311.510.29.118.27 152x89x16Plastic3432.327.523.219.817.215.113.511.19.448.237.36.575.98 127x76x13Plastic2321.31815.313.211.610.39.227.676.575.765.134.624.21

UB Axial and BendingBS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 1016x305x487 # +Mcx59205920592059205920592059205920592059205920 1016x305x487 # +1Pcx15800158001580015800158001580015700156001540015300151001500014800 Pz = Agpy = 15800n/aMcy530530530530530530530530530530530 Pz = Agpy = 15800Pcy14700132001160099308310689057204780404034502970258022701Mrx5920583055905180461039003150239016108110 pyZx = 50301Mb5920582052804770430038903530322029602730254023702220Mry5305305305305305305305283972210 pyZy = 442Mbs5920592059205800542050204630423038403480314028402560 1016x305x437 # +Mcx52905290529052905290529052905290529052905290 1016x305x437 # +1Pcx14200142001420014200142001420014100140001390013800137001360013500 Pz = Agpy = 14200n/aMcy470470470470470470470470470470470 Pz = Agpy = 14200Pcy13300122001090093707840647053304430373031602720235020601Mrx5290522050004630412034802810213014307220 pyZx = 45201Mb5290517046704190375033603030275025102310213019901860Mry4704704704704704704704693531970 pyZy = 391Mbs5290529052905170482044704110375034003070277025002260 1016x305x393 # +Mcx47304730473047304730473047304730473047304730 1016x305x393 # +1Pcx12700128001270012800128001280012700126001250012400123001220012100 Pz = Agpy = 12800n/aMcy414414414414414414414414414414414 Pz = Agpy = 12800Pcy1190010900968083106930570046903890327027702380206018001Mrx4730466044704140368031102510190012706420 pyZx = 40501Mb4730459041203670326029002590233021201940178016501540Mry4144144144144144144144143141750 pyZy = 345Mbs4730473047304590428039603630331029902700243021901970 1016x305x349 # +Mcx4400440044004400440043804370436043504310$* 1016x305x349 # +0.986Pcx11800118001180011800118001180011700117001160011500115001140011300 Pz = Agpy = 118000.986Mcy389389389389389389389389389389$ Pz = Agpy = 11800Pcy1120010400935080806730550044903710309026102230193016800.405Mrx44004330415038403400------ pyZx = 38000.986Mb3800375033903040272024202170195017701620149013801280Mry389389389389389------ pyZy = 324Mbs38003800380036803430317029002640239021501930174015700.405Mb4400424037803350294025902300205018501680154014201320Mbs4400440044004250396036603360305027602490224020101810 1016x305x314 # +Mcx3940394039403940380037503710365035202740$* 1016x305x314 # +0.845Pcx10600106001060010600106001060010500105001040010400103001020010200 Pz = Agpy = 106000.845Mcy344344344344344344344344344230$ Pz = Agpy = 10600Pcy100009310836072005970486039703270273023001970170014800.343Mrx3940388037103440------- pyZx = 34100.845Mb3410335030202690238021101870167015101370126011601070Mry344344344344------- pyZy = 287Mbs34103410341032903060283025902350212019101710154013800.343Mb3940377033502950257022501980175015701420130011901100Mbs3940394039403790353032602980271024402200197017701600 1016x305x272 # +Mcx3400340034003300314030903020178017801780$* 1016x305x272 # +0.662Pcx9200920092009200920092009150910090509000894088908830 Pz = Agpy = 92000.662Mcy297297297297297297297148148148$ Pz = Agpy = 9200Pcy87108070724062305160420034302820235019901700147012800.258Mrx340033503210-------- pyZx = 29700.662Mb29702900260023002020177015601380124011201020931859Mry297297297-------- pyZy = 248Mbs29702970297028602660245022402030183016501480133012000.258Mb34003250287025102170188016401440128011501050956880Mbs3400340034003270304028102570233021001890170015301370 1016x305x249 # +Mcx301030103010296027902720266015601560$$* 1016x305x249 # +0.662Pcx8400840084008400840083908350830082508200815081008050 Pz = Agpy = 84000.662Mcy249249249249249249249125125$$ Pz = Agpy = 8400Pcy79107280647054804470361029302400200016801440124010800.282Mrx301029702850-------- pyZx = 26000.662Mb260025202250197017201490130011401020911825752692Mry249249249-------- pyZy = 208Mbs2600260026002470229021001900172015401380123011009880.282Mb301028402490216018501580137011901050940848772708Mbs3010301030102850264024202200198017801590142012701140BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 1016x305x222 # +Mcx260026002600257024002310225012601260$$* 1016x305x222 # +0.627Pcx7500750075007500750074807440740073607310726072207170 Pz = Agpy = 75000.627Mcy20220220220220220220295.195.1$$ Pz = Agpy = 7500Pcy7010641056104670375030002420198016401380118010108830.287Mrx260025702470-------- pyZx = 22300.627Mb2230213018901640142012201050917808721649589539Mry202202202-------- pyZy = 169Mbs22302230223020801910174015701400125011109888817880.287Mb2600242021001800152012901100954837743667604552Mbs260026002600242022302030183016401460129011501030919 914x419x388 #Mcx46804680468046804680468046804680468046804680 914x419x388 #1Pcx13100131001310013100131001310013000129001280012800127001260012500 Pz = Agpy = 13100n/aMcy687687687687687687687687687687687 Pz = Agpy = 13100Pcy1290012400118001110010300942084107400647056404930433038201Mrx4680461043804000348029202350177011905990 pyZx = 41401Mb4680468046504320399036803380310028502620242022402090Mry6876876876876876876876274622530 pyZy = 573Mbs4680468046804680468046204420421039903780356033403130 914x419x343 #Mcx4100410041004100409040804080407040604020$* 914x419x343 #0.983Pcx11600116001160011600116001160011500114001140011300112001110011100 Pz = Agpy = 116000.983Mcy595595595595595595595595595595$ Pz = Agpy = 11600Pcy11400110001040098209090825073406440561048904270374033000.348Mrx4100404038403520------- pyZx = 36400.983Mb3640364036403410317029302690248022702090193017901660Mry595595595595------- pyZy = 496Mbs36403640364036403640358034103250308029102740256024000.348Mb4100410040503750346031702890264024002200202018601730Mbs4100410041004100410040303850366034703280308028902700 914x305x289 #Mcx3330333033303330333032703260324032003080$* 914x305x289 #0.946Pcx9750975097509750975097209670961095509490943093609290 Pz = Agpy = 97500.946Mcy322322322322322322322322322322$ Pz = Agpy = 9750Pcy92708610778067405630462037803120261022001880163014200.411Mrx33303290315029202590------ pyZx = 28800.946Mb28802850258023002050181016101440130011801080990917Mry322322322322322------ pyZy = 269Mbs28802880288028002610242022202020183016501490134012100.411Mb333032202870253022201940170015101350122011101020944Mbs3330333033303230302027902560234021101910172015501390 914x305x253 #Mcx2900290029002900278027102680261018401840$* 914x305x253 #0.783Pcx8560856085608560856085308480843083808330827082108150 Pz = Agpy = 85600.783Mcy277277277277277277277277169169$ Pz = Agpy = 8560Pcy81207530678058504860397032502680223018901610139012100.335Mrx2900286027402540------- pyZx = 25200.783Mb252024802230198017401530135011901070961873799737Mry277277277277------- pyZy = 231Mbs25202520252024302270209019201740158014201280115010300.335Mb290027802470216018801630142012501110994900822756Mbs2900290029002800261024102210201018101630147013201190 914x305x224 #Mcx2530253025302520237023002250135013501350$* 914x305x224 #0.679Pcx7580758075807580758075507510746074107370731072607210 Pz = Agpy = 75800.679Mcy235235235235235235235121121121$ Pz = Agpy = 7580Pcy71706620593050804190340027702280190016001370118010300.295Mrx253024902390-------- pyZx = 21900.679Mb2190214019101690148012801120985873782706644591Mry235235235-------- pyZy = 196Mbs219021902190210019501800164014901340120010809668690.295Mb25302410213018501590136011801030905807727661605Mbs2530253025302420225020701890171015401380124011101000BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 914x305x201 #Mcx221022102210218020501970192010601060$$* 914x305x201 #0.62Pcx6780678067806780678067506710667066306580654064906440 Pz = Agpy = 67800.62Mcy19719719719719719719791.791.7$$ Pz = Agpy = 6780Pcy638058805210441036002900235019301600135011509968670.281Mrx221021802100-------- pyZx = 19100.62Mb191018501650144012501080932813717638573520475Mry197197197-------- pyZy = 165Mbs19101910191018101670153013901260113010108998047210.281Mb221020901830158013401140977847742658590533486Mbs22102210221021001940178016101460130011701040932836 838x292x226 #Mcx2430243024302430232022802250220015701570$* 838x292x226 #0.792Pcx7660766076607660766076107560751074607410735073007230 Pz = Agpy = 76600.792Mcy246246246246246246246246152152$ Pz = Agpy = 7660Pcy72406690599051304230343028002300192016201380119010400.326Mrx2430239022902120------- pyZx = 21200.792Mb2120206018501630143012601100979875790718659608Mry246246246246------- pyZy = 205Mbs212021202120203018801740158014301290116010409338390.326Mb24302310204017801540133011601020907815739676623Mbs243024302430233021601990182016401480133011901070962 838x292x194 #Mcx2020202020202010190018401810109010901090$* 838x292x194 #0.68Pcx6550655065506550654065006460641063706320627062206170 Pz = Agpy = 65500.68Mcy197197197197197197197102102102$ Pz = Agpy = 6550Pcy616056705030425034602790226018501540130011109588340.292Mrx202020001910-------- pyZx = 17600.68Mb17601700151013201150993863757670600542493453Mry197197197-------- pyZy = 164Mbs1760176017601670154014101280116010409258267396630.292Mb202019101670144012301050904787693618556506463Mbs2020202020201920177016301480133011901060951851763 838x292x176 #Mcx1800180018001770167016101570876876$$* 838x292x176 #0.623Pcx5940594059405940593058905850581057705730568056305580 Pz = Agpy = 59400.623Mcy17017017017017017017079.579.5$$ Pz = Agpy = 5940Pcy55605100449037503030243019601610133011209588267200.277Mrx180017801710-------- pyZx = 15600.623Mb1560150013201150992852735640564502451409374Mry170170170-------- pyZy = 142Mbs15601560156014601350123011109988917947076315650.277Mb18001680147012501060899769665583517463419383Mbs180018001800169015601420129011501030917817729653 762x267x197Mcx1900190019001900187018401820180017601420$* 762x267x1970.89Pcx6650665066506650662065806530648064306380632062606190 Pz = Agpy = 66500.89Mcy194194194194194194194194194139$ Pz = Agpy = 6650Pcy620056504920407032502590208017001410119010108717580.374Mrx1900187017901660------- pyZx = 16500.89Mb16501560138012101050911799708634573523481445Mry194194194194------- pyZy = 162Mbs165016501650153014001270114010209078057156365690.374Mb19001750152013101120961836736656591537493455Mbs190019001900176016101460132011701040925822732654BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 762x267x173Mcx1640164016401640158015301510148010301030$* 762x267x1730.774Pcx5830583058305830580057605720568056305580553054805420 Pz = Agpy = 58300.774Mcy16316316316316316316316398.398.3$ Pz = Agpy = 5830Pcy5420491042503480276021901750143011909978497316360.334Mrx1640162015501440------- pyZx = 14300.774Mb1430134011801020873751652573509457415379349Mry163163163163------- pyZy = 136Mbs1430143014201310120010809698617626745985314740.334Mb1640150012901100928790680594525470425388357Mbs1640164016301510138012501110991877776688611546 762x267x147Mcx1370137013701350127012301200685685$$* 762x267x1470.64Pcx4960496049604960493048904860482047804740469046404590 Pz = Agpy = 49600.64Mcy1311311311311311311316363$$ Pz = Agpy = 4960Pcy458041303530285022401760141011509507986795855080.282Mrx137013501290-------- pyZx = 11800.64Mb11801100955816691587504438386344310281258Mry131131131-------- pyZy = 109Mbs11801180116010709748767806896075354734203740.282Mb137012301050880733616524453397353317288263Mbs137013701340123011201010899795700617546484431 762x267x134Mcx128012801280122011501120541541541$$* 762x267x1340.55Pcx4700470047004700467046404600457045304490444043904340 Pz = Agpy = 47000.55Mcy11911911911911911948.748.748.7$$ Pz = Agpy = 4700Pcy432038703260259020201580126010208447086025184500.24Mrx128012601210-------- pyZx = 11000.55Mb11001010873738619521443383335297266241220Mry119119119-------- pyZy = 99.6Mbs1100110010709848917967046195434774203713300.24Mb12801130959794655545460395344304272246224Mbs12801280124011401030920814715627551485429382 686x254x170Mcx1490149014901490148014701460145014301380$* 686x254x1700.941Pcx5750575057505750570056605610556055105460540053305260 Pz = Agpy = 57500.941Mcy165165165165165165165165165165$ Pz = Agpy = 5750Pcy5340483041603390269021301700139011509678247096170.384Mrx1490147014101300------- pyZx = 13000.941Mb130012201070930805700614545489443405373345Mry165165165165------- pyZy = 137Mbs130013001290119010909818777786886085384784270.384Mb1490136011701000856736641565505456416382353Mbs1490149014801360124011201000891788697617548489 686x254x152Mcx133013301330133012701250124012201170886$* 686x254x1520.812Pcx5140514051405140510050605010497049204870482047604700 Pz = Agpy = 51400.812Mcy14514514514514514514514514592.2$ Pz = Agpy = 5140Pcy4760430036902990236018601490121010108457196195390.331Mrx1330131012501150------- pyZx = 11600.812Mb11601080940810694598520458409368335307283Mry145145145145------- pyZy = 121Mbs11601160114010509598647716836035324704173720.331Mb133011901030870735627541474421378343314289Mbs13301330131012001100988881780689608538477425 686x254x140Mcx12101210121012101140112011001070713713$* 686x254x1400.732Pcx4720472047204710467046404600456045104470442043604300 Pz = Agpy = 47200.732Mcy13013013013013013013013073.173.1$ Pz = Agpy = 4720Pcy436039303350270021201670134010909017576445554820.301Mrx1210119011401060------- pyZx = 10600.732Mb1060975848726618529458401356319289264243Mry130130130130------- pyZy = 108Mbs1060106010409548687806946135404764213733320.301Mb12101080926779654553475414366327296270248Mbs1210121011901090992892793701618544481427380BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 686x254x125Mcx1060106010601040987961941554554$$* 686x254x1250.663Pcx4210421042104210417041404100407040303980394038903830 Pz = Agpy = 42100.663Mcy11011011011011011011055.155.1$$ Pz = Agpy = 4210Pcy38703470293023401820143011409257656425464704080.283Mrx106010401000-------- pyZx = 9220.663Mb922843728617520441378329290258233212194Mry110110110-------- pyZy = 91.7Mbs9229228988227456665895184554003523122770.283Mb1060938795661549460392339298265238216198Mbs106010601030944854764676595522459404358318 610x305x238Mcx19801980198019801980198019801980198019801980 610x305x2381Pcx8030803080308000794078707800773076507560747073607250 Pz = Agpy = 8030n/aMcy323323323323323323323323323323323 Pz = Agpy = 8030Pcy77207260670059905180437036503050257021801870162014201Mrx1980195018501690146012309907485032530 pyZx = 17501Mb198019801810164014801340122011101020942874815763Mry3233233233233233233232882111150 pyZy = 270Mbs198019801980198018701760164015101390127011601060960 610x305x179Mcx14701470147014701470147014701470147014701470 610x305x1791Pcx6040604060406020597059205860581057405680560055205440 Pz = Agpy = 6040n/aMcy236236236236236236236236236236236 Pz = Agpy = 6040Pcy58005440500044403820320026602210186015801350117010201Mrx147014501370125010809097325523701860 pyZx = 13101Mb14701450131011701040924823737665605554511475Mry23623623623623623623621315685.50 pyZy = 197Mbs147014701470146013801290120011001010921837760690 610x305x149Mcx122012201220120011801170116011401110864$* 610x305x1490.836Pcx5040504050405010497049304880483047804730466046004520 Pz = Agpy = 50400.836Mcy194194194194194194194194194128$ Pz = Agpy = 5040Pcy483045204150368031502630218018201520129011109608380.274Mrx122012001140-------- pyZx = 10900.836Mb10901090985884787698619552496449409376347Mry194194194-------- pyZy = 162Mbs109010901090108010209498808117426766145565050.274Mb122011901070953838736648574513462420385355Mbs122012201220121011401060984906829755686622564 610x229x140Mcx1100110011001100109010901080108010701040$* 610x229x1400.962Pcx4720472047204690465046104560452044704410435042804210 Pz = Agpy = 47200.962Mcy124124124124124124124124124124$ Pz = Agpy = 4720Pcy43003810317024801910149011909627946665664874230.386Mrx110010801030953------- pyZx = 9600.962Mb960864747639548474415368331300275254235Mry124124124124------- pyZy = 104Mbs9609609218397546695885144483923453042700.386Mb1100957813684578495431381341308282259240Mbs110011001050959862765672587513449394348309 610x229x125Mcx974974974974937927918902870669$* 610x229x1250.828Pcx4210421042104190415041204080403039903940388038203750 Pz = Agpy = 42100.828Mcy10910910910910910910910910971.3$ Pz = Agpy = 4210Pcy38303390280021801680131010408416945824944253690.332Mrx974960918847------- pyZx = 8540.828Mb854762654554470403350309275249227208193Mry109109109109------- pyZy = 90.9Mbs8548548167426655895164503923433012662360.332Mb974842709591494420362318283255232213197Mbs974974931846759672589514448391343303269BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 610x229x113Mcx869869869869822808795774520520$* 610x229x1130.739Pcx3820382038203790376037203690365036103560351034503390 Pz = Agpy = 38200.739Mcy95.795.795.795.795.795.795.795.754.454.4$ Pz = Agpy = 3820Pcy3460304024901930148011509107376085094333723230.3Mrx869857820-------- pyZx = 7620.739Mb762673573481404343296259230207187172158Mry95.795.795.7-------- pyZy = 79.8Mbs7627627236565865174513923412982612302040.3Mb868743621512424357305266236211191175161Mbs869869825748669590515448390340298263233 610x229x101Mcx792792792776736718703407407$$* 610x229x1010.65Pcx3550355035503520349034603420338033403300324031903120 Pz = Agpy = 35500.65Mcy84.584.584.584.584.584.584.541.441.4$$ Pz = Agpy = 3550Pcy319027702230169012809907826325204363703182760.273Mrx792781749-------- pyZx = 6920.65Mb692600504417345289247214189168152139127Mry84.584.584.5-------- pyZy = 70.4Mbs6926926465825164523913382922542221951730.273Mb781663545442361300254220193172155141130Mbs792792740667592517448387335291254223198 533x210x122Mcx847847847847847847847847847847847 533x210x1221Pcx4110411041004060402039803930388038203760369036103520 Pz = Agpy = 4110n/aMcy102102102102102102102102102102102 Pz = Agpy = 4110Pcy3690320025701960148011509067326035054293683201Mrx8478347977346465404353292211110 pyZx = 7401Mb836715602504427368322286257234215199185Mry10210210210210210210296.972.139.80 pyZy = 84.8Mbs847847791712631551477412357310271238211 533x210x109Mcx749749749749747747746745743738$* 533x210x1090.988Pcx3680368036803640360035603520348034203370330032303150 Pz = Agpy = 36800.988Mcy88.788.788.788.788.788.788.788.788.788.7$ Pz = Agpy = 3680Pcy3300285022701720130010007916395264403743212790.392Mrx749738705650------- pyZx = 6560.988Mb656568481405343295258229205186171157146Mry88.788.788.788.7------- pyZy = 73.9Mbs6566566095474834213633132712352051801590.392Mb736625520430360307267235211191174161149Mbs749749696624551480415358309268234206182 533x210x101Mcx692692692692673670665658642518$* 533x210x1010.885Pcx3420342034103380335033103270323031803130307030002920 Pz = Agpy = 34200.885Mcy81.481.481.481.481.481.481.481.481.457.9$ Pz = Agpy = 3420Pcy306026302090158011909187255864824033422942550.348Mrx692682651600------- pyZx = 6070.885Mb607522440368309264230203181164150138128Mry81.481.481.481.4------- pyZy = 67.8Mbs6076075625044453873342872482151881651460.348Mb678573474389324274237208186168153141130Mbs692692641574507441380327283245214188166 533x210x92Mcx649649649649617609601587410410$* 533x210x920.772Pcx3220322032103180314031103070303029802930287028002720 Pz = Agpy = 32200.772Mcy75.275.275.275.275.275.275.275.245.145.1$ Pz = Agpy = 3220Pcy286024401910142010708206465214293583042612270.307Mrx649640612565------- pyZx = 5700.772Mb564481401331275232200175156140128117108Mry75.275.275.275.2------- pyZy = 62.7Mbs5705705214654083533032602231931681481300.307Mb629528430349286240206180159143130119110Mbs649649594530465402345296254220192168148BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)234567891011121314 533x210x82Mcx566566566564533521512497321321$* 533x210x820.709Pcx2890289028802850282027902750271026702620256025002420 Pz = Agpy = 28900.709Mcy63.463.463.463.463.463.463.463.434.334.3$ Pz = Agpy = 2890Pcy25502150166012209136995504433643042582221920.295Mrx566558535-------- pyZx = 4950.709Mb48741234027622719016214112511210192.485.1Mry63.463.463.4-------- pyZy = 52.8Mbs4954954473973462972542171861601391221080.295Mb54545336429123619616714412711410393.986.5Mbs566566512454396340290248212183159140123 457x191x98Mcx591591591591591591591591591591591 457x191x981Pcx3310331032903250321031703120306030002930285027502640 Pz = Agpy = 3310n/aMcy77.377.377.377.377.377.377.377.377.377.377.3 Pz = Agpy = 3310Pcy292024701910141010608106385144223533002572231Mrx59158255551044537330122715376.80 pyZx = 5191Mb570481401334283245215192173158145135125Mry77.377.377.377.377.377.377.37253.329.30 pyZy = 64.4Mbs591591535475414356304260223193168147130 457x191x89Mcx534534534534534534534534534534534 457x191x891Pcx3020302030002960293028902840279027302670259025002400 Pz = Agpy = 3020n/aMcy69.369.369.369.369.369.369.369.369.369.369.3 Pz = Agpy = 3020Pcy26602240172012709487265724613793162682302001Mrx53452650146040433927320613869.50 pyZx = 4691Mb512429353291245209183162146133122112105Mry69.369.369.369.369.369.369.365.148.226.60 pyZy = 57.8Mbs534534481426370318271231199171149131115 457x191x82Mcx504504504504498497496494490477$* 457x191x820.957Pcx2860286028402800277027302680263025802510243023402240 Pz = Agpy = 28600.957Mcy64.764.764.764.764.764.764.764.764.764.7$ Pz = Agpy = 2860Pcy25002080157011508526515114113382822392051780.37Mrx504496473436------- pyZx = 4430.957Mb43036330124920817815513712311210294.387.6Mry64.764.764.764.7------- pyZy = 53.9Mbs44343939434730025621718415813611810390.80.37Mb4783963222612171841591411261141049689.1Mbs504499448395341291247210179154134117103 457x191x74Mcx455455455455436433429422407313$* 457x191x740.825Pcx2600260025802550252024802440240023402280221021302030 Pz = Agpy = 26000.825Mcy58.158.158.158.158.158.158.158.158.137.8$ Pz = Agpy = 2600Pcy22701880142010307665854593693032532151841600.312Mrx455448427393------- pyZx = 4010.825Mb38832626721818115413311710494.386.179.273.4Mry58.158.158.158.1------- pyZy = 48.4Mbs40139635531327023019516514112110592.281.20.312Mb43035428422918815813612010696.187.680.574.6Mbs45544940335430626022118716013811910492.1 457x191x67Mcx405405405403382378373364248248$* 457x191x670.751Pcx2350235023302300227022402200216021102050199019101820 Pz = Agpy = 23500.751Mcy50.550.550.550.550.550.550.550.529.329.3$ Pz = Agpy = 2350Pcy2040168012509066705104003222642211871601390.293Mrx405399381-------- pyZx = 3560.751Mb34328623218715412911196.986.177.470.464.659.7Mry50.550.550.5-------- pyZy = 42.1Mbs35635031327423520016914312210590.779.369.80.293Mb3803102461961591331139987.778.871.665.660.6Mbs4053973553112672261911621381191039079.3BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)11.522.533.545678910 457x152x82Mcx480480480480480480480480480480480 457x152x821Pcx2780278027802780278027802760273026902650261025602510 Pz = Agpy = 2780n/aMcy48.748.748.748.748.748.748.748.748.748.748.7 Pz = Agpy = 2780Pcy26602480225019801670138011407905734323372702211Mrx48047345241736931225219012864.30 pyZx = 4161Mb480469422376333295263212177152133119107Mry48.748.748.748.748.748.748.747.435.519.70 pyZy = 40.5Mbs480480480471441410378315258211174144122 457x152x74Mcx431431431431428423422419413397$* 457x152x740.94Pcx2500250025002500250025002480245024202390235023102260 Pz = Agpy = 25000.94Mcy43.243.243.243.243.243.243.243.243.243.2$ Pz = Agpy = 2500Pcy23902220202017601480122010106965043802972371940.386Mrx431425407376------- pyZx = 3750.94Mb37537233730327024121517414512410996.687Mry43.243.243.243.2------- pyZy = 36Mbs37537537536734331829324319916213311193.10.386Mb43141937533329325722718215012811198.888.9Mbs431431431422394366337280229186153127107 457x152x67Mcx400400400400386379375368353271$* 457x152x670.825Pcx2350235023502350235023402330230022702240220021602110 Pz = Agpy = 23500.825Mcy39.339.339.339.339.339.339.339.339.325.5$ Pz = Agpy = 2350Pcy2230208018701620134011008966164453352612091710.345Mrx400394377349------- pyZx = 3470.825Mb34734130827424221318815012310590.780.271.9Mry39.339.339.339.3------- pyZy = 32.7Mbs34734734733631329026621817714311797.181.50.345Mb40038434230026122719815612710792.881.973.3Mbs40040040038636033330625120416513511293.7 457x152x60Mcx354354354350331324318195195195$* 457x152x600.692Pcx2100210021002100210020902070205020201990196019201870 Pz = Agpy = 21000.692Mcy34.334.334.334.334.334.334.318.118.118.1$ Pz = Agpy = 2100Pcy199018401650142011809597825373872912271811480.285Mrx354349334-------- pyZx = 3090.692Mb30930227124021018416112610386.574.565.558.5Mry34.334.334.3-------- pyZy = 28.6Mbs30930930929727725523419215512510284.570.90.285Mb35433830026222619516913110688.576.166.759.5Mbs3543543543413172932682201771431179781.3 457x152x52Mcx301301301294278269263145145$$* 457x152x520.619Pcx1830183018301830183018201810179017601740171016701630 Pz = Agpy = 18300.619Mcy27.927.927.927.927.927.927.912.912.9$$ Pz = Agpy = 1830Pcy17301590142012009837936434393162371841471210.268Mrx301297285-------- pyZx = 2610.619Mb26125322619817214912999.479.866.356.649.443.9Mry27.927.927.9-------- pyZy = 23.3Mbs26126126124823021119215612510081.467.256.30.268Mb30128525021618415713510381.967.857.750.344.6Mbs3013013012862662442221801441169477.664.9 406x178x74Mcx413413413413413413413413413413413 406x178x741Pcx2600260026002600260025802560253024902450240023402280 Pz = Agpy = 2600n/aMcy56.856.856.856.856.856.856.856.856.856.856.8 Pz = Agpy = 2600Pcy25302400224020501830158013509717155454273432821Mrx41340638735531026020915810653.30 pyZx = 3641Mb413413386351318286257210176150131117105Mry56.856.856.856.856.856.856.852.73921.40 pyZy = 47.3Mbs413413413413403381359313267226190161137BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)11.522.533.545678910 406x178x67Mcx370370370370367367366365362355$* 406x178x670.965Pcx2350235023502350235023302320229022502210217021202060 Pz = Agpy = 23500.965Mcy50.550.550.550.550.550.550.550.550.550.5$ Pz = Agpy = 2350Pcy22802160202018501640141012008616334823773032490.357Mrx370364347319------- pyZx = 3270.965Mb32732731128525923421117314512310795.285.5Mry50.550.550.550.5------- pyZy = 42.1Mbs3273273273273183012832462091761481251060.357Mb37037034431228125122418115012711097.487.2Mbs370370370370360340320278237199168141120 406x178x60Mcx330330330329316314311306295225$* 406x178x600.815Pcx2100210021002100210020902070205020101980194018901840 Pz = Agpy = 21000.815Mcy44.644.644.644.644.644.644.644.644.628.5$ Pz = Agpy = 2100Pcy20401930181016501460126010707645624273352692200.296Mrx330325309-------- pyZx = 2920.815Mb29229227725322920618514912310490.379.571.1Mry44.644.644.6-------- pyZy = 37.1Mbs29229229229228426825221918615713111194.20.296Mb33033030527624722019515612810792.481.272.4Mbs330330330330320302284247210177148125106 406x178x54Mcx290290290290276273270264187187$* 406x178x540.782Pcx1900190019001900189018801870184018101780174017001650 Pz = Agpy = 19000.782Mcy383838383838383823.123.1$ Pz = Agpy = 1900Pcy1840173016101460128010909226554803642852291880.305Mrx290286273252------- pyZx = 2560.782Mb25625624021819617615612510285.473.364.157Mry38383838------- pyZy = 31.6Mbs25625625625624623221718715813211092.678.50.305Mb29029026623921218816513010587.77565.458Mbs29029029029027926324621217914912510589.1 406x140x46Mcx244244244235225221216122122$$* 406x140x460.632Pcx1610161016101610161016001590156015401510148014401390 Pz = Agpy = 16100.632Mcy2525252525252511.911.9$$ Pz = Agpy = 1610Pcy15101390123010308366715423692651991541231010.247Mrx244241230-------- pyZx = 2140.632Mb21420418115813711810379.864.654.246.64136.6Mry252525-------- pyZy = 20.8Mbs21421421420118617015412498.578.86452.744.10.247Mb24422819917114612410782.366.355.347.541.737.1Mbs244244244230212194176141112907360.250.3 406x140x39Mcx19919919919018117687.387.387.3$$* 406x140x390.565Pcx1370137013701370136013501340132013001280125012101170 Pz = Agpy = 13700.565Mcy19.119.119.119.119.119.18.028.028.02$$ Pz = Agpy = 1370Pcy12701160101082765952342028420315211894.477.10.24Mrx199196188-------- pyZx = 1730.565Mb17316314312310589.276.558.246.438.432.728.425.2Mry19.119.119.1-------- pyZy = 15.9Mbs1731731721591461331199473.858.647.438.932.40.24Mb19918215713311193.779.66047.539.133.228.925.6Mbs1991991981841681531371088567.554.544.837.3 356x171x67Mcx333333333333333333333333333333333 356x171x671Pcx2350235023502350234023202300227022302180212020501970 Pz = Agpy = 2350n/aMcy51.851.851.851.851.851.851.851.851.851.851.8 Pz = Agpy = 2350Pcy22802160202018501640141012008616334823773032491Mrx33332831128324620616612684.342.40 pyZx = 2951Mb33333331028325723221017414712711299.790.2Mry51.851.851.851.851.851.851.846.734.318.80 pyZy = 43.2Mbs333333333333324306288250213179151127108 356x171x57Mcx278278278278278278278278278278278 356x171x571Pcx2000200020002000198019701950192018901840179017301660 Pz = Agpy = 2000n/aMcy42.642.642.642.642.642.642.642.642.642.642.6 Pz = Agpy = 2000Pcy1930183017101550137011709917075193943092482031Mrx27827326023720717314010570.635.50 pyZx = 2461Mb27827825623220818716713511295.783.473.866.3Mry42.642.642.642.642.642.642.63928.815.80 pyZy = 35.5Mbs27827827827826825323820517414612210387.4BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)11.522.533.545678910 356x171x51Mcx246246246246242242241239236226$* 356x171x510.925Pcx1780178017801780177017601750172016801650160015501480 Pz = Agpy = 17800.925Mcy37.337.337.337.337.337.337.337.337.337.3$ Pz = Agpy = 1780Pcy1730163015201380121010308706194543442702161770.326Mrx246242231211------- pyZx = 2190.925Mb21921920518716915113611091.277.467.259.453.2Mry37.337.337.337.3------- pyZy = 31.1Mbs21921921921921119818616013511394.679.567.50.326Mb24624622620318216114311594.179.568.760.654.2Mbs24624624624623722320918015212710689.576 356x171x45Mcx213213213213206205203200194153$* 356x171x450.848Pcx1580158015801580156015501540151014801450141013501290 Pz = Agpy = 15800.848Mcy31.331.331.331.331.331.331.331.331.321.1$ Pz = Agpy = 1580Pcy152014301330120010408847415233832902271821490.316Mrx213210200184------- pyZx = 1890.848Mb18918917615914312711390.173.661.953.246.741.6Mry31.331.331.331.3------- pyZy = 26.1Mbs18918918918918016915813511494.478.665.955.80.316Mb21321319317315313511993.575.963.454.447.642.3Mbs21321321321320319117815312810788.774.463 356x127x39Mcx181181181181172170167163114114$* 356x127x390.771Pcx1370137013701370136013501340131012901260122011701110 Pz = Agpy = 13700.771Mcy18.718.718.718.718.718.718.718.711.211.2$ Pz = Agpy = 1370Pcy1260113095976659846937425117913410482.967.70.308Mrx181179171158------- pyZx = 1580.771Mb158145126108927968.553.743.937.232.328.625.7Mry18.718.718.718.7------- pyZy = 15.6Mbs1581581541421291151027961.248.238.731.726.40.308Mb18116113811697.282.571.155.2453832.929.126.1Mbs18118117716214713211790.37055.144.336.230.2 356x127x33Mcx14914914914613913513277.277.2$$* 356x127x330.655Pcx11601160116011601150114011301110108010601020981930 Pz = Agpy = 11600.655Mcy14.814.814.814.814.814.814.87.297.29$$ Pz = Agpy = 1160Pcy106094278661847737229619814110581.765.253.20.274Mrx149147141-------- pyZx = 1300.655Mb1301171018571.460.351.739.73226.82320.218.1Mry14.814.814.8-------- pyZy = 12.3Mbs13013012511410391.680.761.747.537.229.824.420.20.274Mb14913011090.975.262.953.540.732.727.323.420.518.3Mbs14914914413111810592.670.854.542.734.22823.2 305x165x54Mcx233233233233233233233233233233233 305x165x541Pcx1890189018901880187018501830180017501700163015501440 Pz = Agpy = 1890n/aMcy41.941.941.941.941.941.941.941.941.941.941.9 Pz = Agpy = 1890Pcy1830174016201470130011209466764963772952371951Mrx23322921619616914211486.357.929.20 pyZx = 2071Mb23323321619617816114612110288.678.169.863.2Mry41.941.941.941.941.941.941.936.726.814.60 pyZy = 34.9Mbs23323323323322521219917314712310386.973.8 305x165x46Mcx198198198198198198198198198198198 305x165x461Pcx1610161016101610159015801570153015001450139013201230 Pz = Agpy = 1610n/aMcy35.635.635.635.635.635.635.635.635.635.635.6 Pz = Agpy = 1610Pcy156014801380125011009457995694183172482001641Mrx19819418416614312096.77348.924.60 pyZx = 1781Mb19819818216514813311996.880.869.260.453.748.3Mry35.635.635.635.635.635.635.631.122.712.40 pyZy = 29.7Mbs19819819819819118016914612410486.873.162 305x165x40Mcx171171171168166166165163159126$* 305x165x400.857Pcx1410141014101400139013801370134013101260121011501070 Pz = Agpy = 14100.857Mcy30.630.630.630.630.630.630.630.630.620.9$ Pz = Agpy = 1410Pcy13601290120010909558166884893592722131711400.261Mrx171168159-------- pyZx = 1540.857Mb15415414413111810694.676.763.754.147.141.637.3Mry30.630.630.6-------- pyZy = 25.5Mbs15415415415414814013111395.279.666.65647.50.261Mb17117115614112611299.379.565.555.44842.437.9Mbs17117117117116515514512510688.67462.352.8BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)11.522.533.545678910 305x127x48Mcx196196196196196196196196196196196 305x127x481Pcx1680168016801670166016401630159015501500143013501240 Pz = Agpy = 1680n/aMcy24.324.324.324.324.324.324.324.324.324.324.3 Pz = Agpy = 1680Pcy15601400120096775959747732122917213310686.81Mrx19619318417015012610176.751.5260 pyZx = 1691Mb19617815613611810492.475.363.55548.643.539.5Mry24.324.324.324.324.324.324.323.417.49.620 pyZy = 20.2Mbs1961961921771611451291007861.649.640.633.8 305x127x42Mcx169169169169169169169169169169169 305x127x421Pcx1470147014701460145014301420139013501300124011701080 Pz = Agpy = 1470n/aMcy20.720.720.720.720.720.720.720.720.720.720.7 Pz = Agpy = 1470Pcy13501220103082964850940627319514611390.273.61Mrx16916615914713010987.766.244.522.40 pyZx = 1471Mb16915213211397.484.774.559.849.942.937.733.730.4Mry20.720.720.720.720.720.720.720.1158.320 pyZy = 17.2Mbs16916916515213812411085665241.834.228.5 305x127x37Mcx148148148148148148148148148148148 305x127x371Pcx130013001300129012801270125012201190115010901030946 Pz = Agpy = 1300n/aMcy1818181818181818181818 Pz = Agpy = 1300Pcy1200107090672356344235223616912697.87863.71Mrx14814614012911495.77758.13919.60 pyZx = 1301Mb14813211496.682.270.761.748.840.434.530.126.824.2Mry1818181818181817.613.27.290 pyZy = 15Mbs14814814413212010795.273.556.944.83629.424.5 305x102x33Mcx132132132132132130129128126121$* 305x102x330.935Pcx1150115011501140113011201110109010601020976919850 Pz = Agpy = 11500.935Mcy12.512.512.512.512.512.512.512.512.512.5$ Pz = Agpy = 1150Pcy101084664547335226921214099.273.957.145.537.10.404Mrx132130125116103------ pyZx = 1140.935Mb11295.779.966.455.847.841.63327.423.520.618.316.5Mry12.512.512.512.512.5------ pyZy = 10.4Mbs11411410390.678.667.357.241.731.324.119.115.512.80.404Mb12710686.470.558.549.64333.92823.920.918.616.8Mbs13213211910590.977.866.248.336.127.922.117.914.8 305x102x28Mcx1111111111111081041031019672.4$* 305x102x280.805Pcx987987987980972962953931904871829777714 Pz = Agpy = 9870.805Mcy10.110.110.110.110.110.110.110.110.16.35$ Pz = Agpy = 987Pcy8597105323862862181711138059.54636.629.80.361Mrx11110910597.5------- pyZx = 95.70.805Mb9378.464.352.543.436.631.524.520.117.114.913.211.9Mry10.110.110.110.1------- pyZy = 8.39Mbs95.794.384.474.163.854.245.833.224.819.115.112.210.10.361Mb10586.669.355.445.237.932.425.120.517.415.113.412Mbs11110997.885.873.962.853.138.428.722.117.514.211.7 305x102x25Mcx94.194.194.194.192.18785.382.956.856.8$* 305x102x250.761Pcx869869869862854846837817792761722672614 Pz = Agpy = 8690.761Mcy7.997.997.997.997.997.997.997.994.714.71$ Pz = Agpy = 869Pcy74459943631222917413689.863.547.236.52923.60.372Mrx94.192.989.383.4------- pyZx = 80.30.761Mb77.164.151.741.533.828.22418.51512.7119.698.69Mry7.997.997.997.99------- pyZy = 6.65Mbs80.377.868.959.750.742.635.725.61914.611.59.317.680.372Mb87.871.155.743.835.229.124.718.915.312.911.19.848.81Mbs94.191.180.87059.449.941.83022.217.113.510.99 254x146x43Mcx156156156156156156156156156156156 254x146x431Pcx151015101500149014701460144014001350128011901080966 Pz = Agpy = 1510n/aMcy30.430.430.430.430.430.430.430.430.430.430.4 Pz = Agpy = 1510Pcy14401350124011009347776434483252461921541261Mrx15615314413011294.37657.438.619.40 pyZx = 1391Mb1561531391251131029276.565.256.850.445.341.1Mry30.430.430.430.430.430.430.42618.910.30 pyZy = 25.3Mbs15615615615414513512510586.871.358.84941.3 254x146x37Mcx133133133133133133133133133133133 254x146x371Pcx13001300129012801270125012401200116011001020925823 Pz = Agpy = 1300n/aMcy25.725.725.725.725.725.725.725.725.725.725.7 Pz = Agpy = 1300Pcy1240116010609367956595443782742071621291061Mrx13313012311195.980.564.848.932.816.50 pyZx = 1191Mb13313011710593.583.374.560.951.244.238.934.731.4Mry25.725.725.725.725.725.725.722.216.28.80 pyZy = 21.5Mbs13313313313112311510688.873.159.949.341.134.6BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths Le (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN)Le (m)11.522.533.545678910 254x146x31Mcx108108108108108108108108108108108 254x146x311Pcx10901090109010801060105010401010965910840756668 Pz = Agpy = 1090n/aMcy20.220.220.220.220.220.220.220.220.220.220.2 Pz = Agpy = 1090Pcy104096987976664352943430021716312710283.31Mrx10810610191.879.766.853.740.527.113.60 pyZx = 96.51Mb10810593.582.772.663.756.144.83731.427.424.321.8Mry20.220.220.220.220.220.220.218.313.47.350 pyZy = 16.9Mbs10810810810598.691.584.369.95746.43831.626.5 254x102x28Mcx97.197.197.197.197.197.197.197.197.197.197.1 254x102x281Pcx993993989979968957944915877828763687607 Pz = Agpy = 993n/aMcy11.511.511.511.511.511.511.511.511.511.511.5 Pz = Agpy = 993Pcy8797465794293212461941289167.852.541.834.11Mrx97.195.791.484.374.362.450.33825.512.80 pyZx = 84.71Mb9479.465.954.74639.534.527.62319.817.415.514Mry11.511.511.511.511.511.511.511.28.354.620 pyZy = 9.6Mbs97.197.188.278.568.659.150.637.227.921.617.213.911.5 254x102x25Mcx84.284.284.284.284.284.284.284.284.284.284.2 254x102x251Pcx880880876867857846835808773727667597525 Pz = Agpy = 880n/aMcy9.649.649.649.649.649.649.649.649.649.649.64 Pz = Agpy = 880Pcy77364849436227020616210775.956.543.734.828.41Mrx84.28379.573.665.454.944.233.322.411.20 pyZx = 73.21Mb80.767.45544.937.331.627.421.617.915.313.311.910.7Mry9.649.649.649.649.649.649.649.647.294.060 pyZy = 8.03Mbs84.283.775.466.757.849.542.130.72317.714.111.49.44 254x102x22Mcx71.271.271.271.271.271.271.271.271.271.271.2 254x102x221Pcx770770766757749739729704672629574511447 Pz = Agpy = 770n/aMcy7.767.767.767.767.767.767.767.767.767.767.76 Pz = Agpy = 770Pcy66855041029721916713186.561.245.635.22822.81Mrx71.270.367.462.756.147.638.328.919.39.730 pyZx = 61.61Mb67.455.544.535.629.224.52116.313.411.49.888.767.88Mry7.767.767.767.767.767.767.767.766.243.520 pyZy = 6.46Mbs71.27062.654.84739.933.724.318.114118.957.39 203x133x30Mcx86.486.486.486.486.486.486.486.486.486.486.4 203x133x301Pcx10501050104010201010993974927861774673574487 Pz = Agpy = 1050n/aMcy1919191919191919191919 Pz = Agpy = 1050Pcy99391882270257746838026018814111087.771.71Mrx86.484.880.172.262.552.442.231.921.410.80 pyZx = 771Mb86.482.674.166.158.952.647.339.133.228.925.62320.9Mry1919191919191916.4126.510 pyZy = 15.8Mbs86.486.486.482.676.870.764.552.642.23427.722.919.2 203x133x25Mcx7171717171717171717171 203x133x251Pcx880879868857844830814772715638551468397 Pz = Agpy = 880n/aMcy15.215.215.215.215.215.215.215.215.215.215.2 Pz = Agpy = 880Pcy82976468057647037930721015111388.170.457.61Mrx7169.76659.851.743.434.926.317.78.890 pyZx = 63.31Mb7167.159.652.54640.535.92924.320.918.416.414.8Mry15.215.215.215.215.215.215.213.59.925.410 pyZy = 12.7Mbs71717167.462.457.352.142.233.727.12218.215.2 203x102x23Mcx64.464.464.464.464.464.464.464.464.464.464.4 203x102x231Pcx809808797786775761746707652580499423358 Pz = Agpy = 809n/aMcy10.610.610.610.610.610.610.610.610.610.610.6 Pz = Agpy = 809Pcy72663050438228922317611783.362.148.138.331.21Mrx64.463.259.954.447.239.631.924.116.28.160 pyZx = 56.91Mb63.454.646.539.634.129.826.421.518.115.713.912.511.3Mry10.610.610.610.610.610.610.69.476.953.80 pyZy = 8.86Mbs64.464.4605447.841.736.126.920.415.912.710.38.54BS 5950-1: 2000AXIAL LOAD & BENDINGBS 5950-1: 2000AXIAL LOAD & BENDINGBS 4-1: 1993BS 4-1: 1993UB SECTIONS SUBJECTUB SECTIONS SUBJECTTO AXIAL LOAD (COMPRESSION OR TENSION) AND BENDINGTO AXIAL COMPRESSION AND BENDINGCROSS-SECTION CAPACITY CHECKMEMBER BUCKLING CHECKRESISTANCES AND CAPACITIES FOR S275RESISTANCES AND CAPACITIES FOR S275Section DesignationF/Pz LimitMoment Capacity Mcx, Mcy (kNm) and Reduced Moment Capacity Mrx, Mry (kNm)Section DesignationF/PzCompression Resistance Pcx, Pcy (kN) and Buckling Resistance Moment Mb, Mbs (kNm)andforandLimitforAxial load CapacitySemi-CompactRatios of Axial Load to Axial Load Capacity F/PzCapacitiesVarying effective lengths LE (m) within the limiting value of F/PzPz (kN)CompactF/Pz00.10.20.30.40.50.60.70.80.91(kN, kNm)LE (m)11.522.533.545678910 178x102x19Mcx4747474747474747474747 178x102x191Pcx668664654644632618601556493418347287239 Pz = Agpy = 668n/aMcy8.918.918.918.918.918.918.918.918.918.918.91 Pz = Agpy = 668Pcy60152241831824118614797.669.451.840.131.9261Mrx4746.243.639.434.228.723.117.511.75.90 pyZx = 42.11Mb46.44034292521.819.315.713.311.510.29.118.27Mry8.918.918.918.918.918.918.917.835.733.120 pyZy = 7.43Mbs474743.939.535.130.626.519.81511.79.327.596.29 152x89x16Mcx33.833.833.833.833.833.833.833.833.833.833.8 152x89x161Pcx558551541529516500479422349280225183151 Pz = Agpy = 558n/aMcy6.676.676.676.676.676.676.676.676.676.676.67 Pz = Agpy = 558Pcy48740430422216412598.565.146.134.326.521.117.21Mrx33.833.231.328.224.420.516.512.58.384.220 pyZx = 301Mb32.327.523.219.817.215.113.511.19.448.237.36.575.98Mry6.676.676.676.676.676.676.675.774.222.290 pyZy = 5.56Mbs33.833.43026.422.719.416.411.98.896.855.434.43.64 127x76x13Mcx23.223.223.223.223.223.223.223.223.223.223.2 127x76x131Pcx45244343242040338235428421916913310787.8 Pz = Agpy = 454n/aMcy4.854.854.854.854.854.854.854.854.854.854.85 Pz = Agpy = 454Pcy37929420714510680.362.741.229.121.616.713.310.81Mrx23.222.721.31916.413.811.18.425.662.860 pyZx = 20.51Mb21.31815.313.211.610.39.227.676.575.765.134.624.21Mry4.854.854.854.854.854.854.854.062.961.60 pyZy = 4.04Mbs23.221.919.116.313.611.39.346.614.873.722.932.371.95

UB Axial CompressionBS 5950-1: 2000COMPRESSIONBS 4-1: 1993UB SECTIONSSUBJECT TO AXIAL COMPRESSION< td>COMPRESSION RESISTANCE FOR S275Compression resistance, Pcx, Pcy (kN)SectionforDesignationEffective lengths, LE (m)Axis234567891011121314 1016x305x487 # +Pcx15800158001580015800158001580015700156001540015300151001500014800Pcy1470013200116009930831068905720478040403450297025802270 1016x305x437 # +Pcx14200142001420014200142001420014100140001390013800137001360013500Pcy1330012200109009370784064705330443037303160272023502060 1016x305x393 # +Pcx12800128001280012800128001280012700126001250012400123001220012100Pcy119001090096808310693057004690389032702770238020601800* 1016x305x349 # +Pcx11700117001170011700117001170011700116001160011500115001140011300Pcy112001040093508080673055004490371030902610223019301680* 1016x305x314 # +Pcx1010010100101001010010100101001010010000100009940988098209760Pcy9640896083607200597048603970327027302300197017001480* 1016x305x272 # +Pcx8340834083408340834083408310827082308180814080908040Pcy7950741067306090516042003430282023501990170014701280* 1016x305x249 # +Pcx7540754075407540754075407510747074307390735073107260Pcy7160664059805480447036102930240020001680144012401080* 1016x305x222 # +Pcx6580658065806580658065806550652064806450641063706330Pcy621057405120467037503000242019801640138011801010883 914x419x388 #Pcx13100131001310013100131001310013000129001280012800127001260012500Pcy129001240011800111001030094208410740064705640493043303820* 914x419x343 #Pcx11500115001150011500115001150011400114001140011300112001110011100Pcy1140011000104009820909082507340644056104890427037403300* 914x305x289 #Pcx9600960096009600960095709520946094009350928092209220Pcy9220861077806740563046203780312026102200188016301420* 914x305x253 #Pcx8010801080108010801080007950791078607810776077107660Pcy7630711067005850486039703250268022301890161013901210* 914x305x224 #Pcx6840684068406840684068206790675067106670662065806530Pcy6510606054905080419034002770228019001600137011801030* 914x305x201 #Pcx5950595059505950595059405900587058405800576057205680Pcy56505240473042003600290023501930160013501150996867* 838x292x226 #Pcx7210721072107210721071707130708070406990694068906830Pcy6840635059905130423034302800230019201620138011901040* 838x292x194 #Pcx5910591059105910591058805850581057705730569056505600Pcy56005190467042503460279022601850154013001110958834* 838x292x176 #Pcx5230523052305230523052005170514051005070503049904950Pcy4940457041003700303024301960161013301120958826720* 762x267x197Pcx6440644064406440642063806330629062406190613060706010Pcy60205650492040703250259020801700141011901010871758* 762x267x173Pcx5440544054405440542053805350531052705220518051305080Pcy508046404250348027602190175014301190997849731636* 762x267x147Pcx4400440044004400439043604330429042604230419041504110Pcy41003740326028502240176014101150950798679585508* 762x267x134Pcx4020402040204020401039803960393039003870383038003760Pcy37503410296025802020158012601020844708602518450BS 5950-1: 2000COMPRESSIONBS 4-1: 1993UB SECTIONSSUBJECT TO AXIAL COMPRESSION< td>COMPRESSION RESISTANCE FOR S275Compression resistance, Pcx, Pcy (kN)SectionforDesignationEffective lengths, LE (m)Axis234567891011121314* 686x254x170Pcx5660566056605650561055705520548054305410540053305260Pcy534048304160339026902130170013901150967824709617* 686x254x152Pcx4870487048704870483048004760472046804630458045304470Pcy453041703690299023601860149012101010845719619539* 686x254x140Pcx4360436043604360432042904260422041804140410040604010Pcy40503680335027002120167013401090901757644555482* 686x254x125Pcx3780378037803780376037303700367036403600356035203480Pcy3510318027902340182014301140925765642546470408 610x305x238Pcx8030803080308000794078707800773076507560747073607250Pcy7720726067005990518043703650305025702180187016201420 610x305x179Pcx6040604060406020597059205860581057405680560055205440Pcy5800544050004440382032002660221018601580135011701020* 610x305x149Pcx4850485048504830479047504710466046204560451044404370Pcy46604370415036803150263021801820152012901110960838* 610x229x140Pcx4670467046704650461045604540452044704410435042804210Pcy4300381031702480191014901190962794666566487423* 610x229x125Pcx4020402040204000396039303890385038103770372036603600Pcy3670339028002180168013101040841694582494425369* 610x229x113Pcx3540354035403520349034603430339033603320327032203170Pcy323028702490193014801150910737608509433372323* 610x229x101Pcx3180318031803160314031103080305030102980294028902840Pcy28902550223016901280990782632520436370318276 533x210x122Pcx4110411041004060402039803930388038203760369036103520Pcy369032002570196014801150906732603505429368320* 533x210x109Pcx3670367036703640360035603520348034203370330032303150Pcy330028502270172013001000791639526440374321279* 533x210x101Pcx3310331033103280325032103170313030903040303030002920Pcy30302630209015801190918725586482403342294255* 533x210x92Pcx3020302030102980295029202890285028102760271026502590Pcy27002440191014201070820646521429358304261227* 533x210x82Pcx2640264026402610259025602530250024602420237023202260Pcy2360205016601220913699550443364304258222192 457x191x98Pcx3310331032903250321031703120306030002930285027502640Pcy29202470191014101060810638514422353300257223 457x191x89Pcx3020302030002960293028902840279027302670259025002400Pcy2660224017201270948726572461379316268230200* 457x191x82Pcx2830283028002770274027302680263025802510243023402240Pcy2500208015701150852651511411338282239205178* 457x191x74Pcx2480248024602440241023702340230022502190215021302030Pcy2180188014201030766585459369303253215184160* 457x191x67Pcx2190219021802150212020902060203019801940188018101770Pcy192016801250906670510400322264221187160139BS 5950-1: 2000COMPRESSIONBS 4-1: 1993UB SECTIONSSUBJECT TO AXIAL COMPRESSION< td>COMPRESSION RESISTANCE FOR S275Compression resistance, Pcx, Pcy (kN)SectionforDesignationEffective lengths, LE (m)Axis11.522.533.545678910 457x152x82Pcx2780278027802780278027802760273026902650261025602510Pcy2660248022501980167013801140790573432337270221* 457x152x74Pcx2460246024602460246024602440241023802350235023102260Pcy2350222020201760148012201010696504380297237194* 457x152x67Pcx2240224022402240224022302220219021602130210020602020Pcy213019801870162013401100896616445335261209171* 457x152x60Pcx1910191019101910191019001890187018501820180017601730Pcy18201700154014201180959782537387291227181148* 457x152x52Pcx1610161016101610161016101600158015601540152014901460Pcy1540143012901130983793643439316237184147121 406x178x74Pcx2600260026002600260025802560253024902450240023402280Pcy2530240022402050183015801350971715545427343282* 406x178x67Pcx2330233023302330233023102300227022502210217021202060Pcy2270216020201850164014101200861633482377303249* 406x178x60Pcx2010201020102010201019901980195019301890186018101760Pcy1950185017401650146012601070764562427335269220* 406x178x54Pcx1790179017901790178017701760174017101680165016101560Pcy173016401530146012801090922655480364285229188* 406x140x46Pcx1450145014501450145014401430141013901370134013101270Pcy1370127011401020836671542369265199154123101* 406x140x39Pcx1180118011801180118011701170115011301120109010701040Pcy1110103091177365952342028420315211894.477.1 356x171x67Pcx2350235023502350234023202300227022302180212020501970Pcy2280216020201850164014101200861633482377303249 356x171x57Pcx2000200020002000198019701950192018901840179017301660Pcy193018301710155013701170991707519394309248203* 356x171x51Pcx1750175017501750174017301720169016601650160015501480Pcy170016301520138012101030870619454344270216177* 356x171x45Pcx1510151015101510150014901480146014301400136013401290Pcy14601380133012001040884741523383290227182149* 356x127x39Pcx1280128012801280127012701260123012101180115011101060Pcy1190107095976659846937425117913410482.967.7* 356x127x33Pcx10401040104010401030103010201000981959932900860Pcy96086575961847737229619814110581.765.253.2 305x165x54Pcx1890189018901880187018501830180017501700163015501440Pcy183017401620147013001120946676496377295237195 305x165x46Pcx1610161016101610159015801570153015001450139013201230Pcy15601480138012501100945799569418317248200164* 305x165x40Pcx1370137013701360135013401330130012701230121011501070Pcy1330126012001090955816688489359272213171140BS 5950-1: 2000COMPRESSIONBS 4-1: 1993UB SECTIONSSUBJECT TO AXIAL COMPRESSION< td>COMPRESSION RESISTANCE FOR S275Compression resistance, Pcx, Pcy (kN)SectionforDesignationEffective lengths, LE (m)Axis11.522.533.545678910 305x127x48Pcx1680168016801670166016401630159015501500143013501240Pcy15601400120096775959747732122917213310686.8 305x127x42Pcx1470147014701460145014301420139013501300124011701080Pcy13501220103082964850940627319514611390.273.6 305x127x37Pcx130013001300129012801270125012201190115010901030946Pcy1200107090672356344235223616912697.87863.7* 305x102x33Pcx1130113011301120111011001090108010601020976919850Pcy101084664547335226921214099.273.957.145.537.1* 305x102x28Pcx928928928923915906898878855826795777714Pcy8157105323862862181711138059.54636.629.8* 305x102x25Pcx799799799794787780772755734709676662614Pcy69359943631222917413689.863.547.236.52923.6 254x146x43Pcx151015101500149014701460144014001350128011901080966Pcy1440135012401100934777643448325246192154126 254x146x37Pcx13001300129012801270125012401200116011001020925823Pcy124011601060936795659544378274207162129106 254x146x31Pcx10901090109010801060105010401010965910840756668Pcy104096987976664352943430021716312710283.3 254x102x28Pcx993993989979968957944915877828763687607Pcy8797465794293212461941289167.852.541.834.1 254x102x25Pcx880880876867857846835808773727667597525Pcy77364849436227020616210775.956.543.734.828.4 254x102x22Pcx770770766757749739729704672629574511447Pcy66855041029721916713186.561.245.635.22822.8 203x133x30Pcx10501050104010201010993974927861774673574487Pcy99391882270257746838026018814111087.771.7 203x133x25Pcx880879868857844830814772715638551468397Pcy82976468057647037930721015111388.170.457.6 203x102x23Pcx809808797786775761746707652580499423358Pcy72663050438228922317611783.362.148.138.331.2 178x102x19Pcx668664654644632618601556493418347287239Pcy60152241831824118614797.669.451.840.131.926 152x89x16Pcx558551541529516500479422349280225183151Pcy48740430422216412598.565.146.134.326.521.117.2 127x76x13Pcx45244343242040338235428421916913310787.8Pcy37929420714510680.362.741.229.121.616.713.310.8

UC Section PropertiesBS 5950-1: 2000UNIVERSAL COLUMNSBS 5950-1: 2000UNIVERSAL COLUMNSBS 5950-1: 2000UNIVERSAL COLUMNSBS 4-1: 1993BS 4-1: 1993BS 4-1: 1993DIMENSIONSPROPERTIESREDUCED PLASTIC MODULUS UNDER AXIAL LOAD SectionMassDepthWidthThicknessRootDepthRatios forDimensions forSurface Area SectionSecond MomentRadiusElasticPlasticBucklingTorsionalWarpingTorsional Area SectionPlasticMajor Axis Reduced ModulusPlasticMinor Axis Reduced ModulusDesignationperofofRadiusbetweenLocal BucklingDetailingDesignationof Areaof GyrationModulusModulusParameterIndexConstantConstantofDesignationModulusModulusMetreSectionSectionWebFlangeFilletsFlangeWebEndNotchPerPerAxisAxisAxisAxisAxisAxisAxisAxisSectionAxisLower ValuesChangeHigher ValuesAxisLower ValuesChangeHigher ValuesClearanceMetreTonnex-xy-yx-xy-yx-xy-yx-xy-yx-xOf nFormulaOf ny-yOf nFormulaOf nDBtTrd b/T d/t C N nuxHJAAt n =At n =kg/mmmmmmmmmmmmmmmmmmmm2m2cm4cm4cmcmcm3cm3cm3cm3dm6cm4cm2cm3K1K2K3K4cm3K1K2K3K4356x406x634 #633.9474.642447.67715.2290.22.756.126200942.523.98356x406x634 #2750009810018.4111160046301420071100.8435.4638.813700808356x406x634 #1420014200343000.18938503.987110711034400.28106000.617356x406x551 #551455.6418.542.167.515.2290.23.16.8923200842.474.49356x406x551 #227000827001810.9996039501210060600.8416.0531.19240702356x406x551 #1210012100293000.19229404.436060606027000.27391200.61356x406x467 #467436.6412.235.85815.2290.23.558.1120200742.425.19356x406x467 #1830006780017.510.7838032901000050300.8396.8624.35810595356x406x467 #1000010000247000.19321505.055030503020300.26376300.607356x406x393 #39341940730.649.215.2290.24.149.4817200662.386.05356x406x393 #1470005540017.110.570002720822041500.8377.8718.93550501356x406x393 #82208220205000.19615405.814150415015000.25663700.6356x406x340 #339.9406.440326.642.915.2290.24.710.915200602.356.9356x406x340 #1230004690016.810.460302330700035400.8368.8415.52340433356x406x340 #70007000176000.19711606.563540354011500.2554600.597356x406x287 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UC BendingBS 5950-1: 2000BENDINGBS 4-1: 1993UC SECTIONSSUBJECT TO BENDINGMOMENT CAPACITY AND BUCKLING RESISTANCE MOMENT FOR S275SectionSectionMomentBuckling Reisistance Moment Mb (kNm)DesignationClassificationCapacityforMcxEffective lengths (m)kNm234567891011121314 356x406x634 #Plastic34003400340034003400340034003400340034003350329032403190 356x406x551 #Plastic29302930293029302930293029302930290028402790274026902640 356x406x467 #Plastic25502550255025502550255025502490243023702320228022302180 356x406x393 #Plastic21002100210021002100210020502000195019001850181017601720 356x406x340 #Plastic17801780178017801780178017201670162015701530149014501410 356x406x287 #Plastic15401540154015401540150014401390135013001260122011901150 356x406x235 #Plastic1240124012401240124011901140109010501010969934900869 356x368x202 #Plastic10501050105010501020973926883842804769736705676 356x368x177 #Plastic916916916916882835791750711676643612584558 356x368x153