SIBStandard I-BeamDepth ofWidth ofThicknessThicknessArea ofWeight perMoment ofRadius ofElastic SectionCompact SectionPlastic SectionWarpingTorsionalNo. ofSectionSectionof Webof FlangeSectionMeterInertiaGyrationModulusCriteriaModulusConstantConstantprofiledbtwtfAWIxIyixiyZxZyrTSxSyCw/1000Jmmmmmmmmcm2kg/mcm4cm4cmcmcm3cm3cmcm3cm3cm6cm4120120.058.05.17.714.211.1328224.811.235571.53.818.564160.7892.3140140.066.05.78.618.314.3573355.601.3982111.73.819.596231.7793.7160160.074.06.39.522.817.8935556.401.55117151.93.920.4137323.6335.6180180.082.06.910.427.921.81450817.211.71161202.13.921.1188436.8738.1200200.090.07.511.333.526.121401177.991.87214262.44.021.72515612.2211.5220220.098.08.112.239.630.930601628.792.02278332.64.022.13267220.6615.8240240.0106.08.713.146.136.042502219.602.19354422.84.022.64149133.4721.2260260.0113.09.414.153.441.7574028810.372.32442512.94.022.751811251.2628.3280280.0119.010.115.261.147.7759036411.152.44542613.13.922.763613574.8437.5300300.0125.010.816.269.153.9980045111.912.55653723.23.922.8768160106.248.0320320.0131.011.517.377.860.71251055512.682.67782853.43.822.8920188148.561.4340340.0137.012.218.386.867.71570067413.452.79924983.53.722.91087220202.976.6360360.0143.013.019.597.175.71961081814.212.9010891143.73.722.71284257275.597.1380380.0149.013.720.5107.083.52401097514.983.0212641313.83.622.71492295365.2118.1400400.0155.014.421.6118.092.029210116015.733.1414611504.03.622.81725338479.9143.9425425.0163.015.323.0132.0103.036970144016.743.3017401774.23.522.82057400670.7183.0450450.0170.016.224.3147.0114.745850173017.663.4320382044.43.522.82411463901.5226.4475475.0178.017.125.6163.0127.156480209018.613.5823782354.63.522.828165371215278.3500500.0185.018.027.0180.0140.468740248019.543.7127502684.73.422.832586151594340.0550550.0200.019.030.0213.0166.199180349021.584.0536073495.23.323.842607882704485.7600600.0215.021.632.4254.0198.1139000467023.394.2946334345.53.322.8550110144322689.1* All SI fillet raduis of curvature (r ) equal to web thickness (tw).Compactness of Flanges*All flanges are compact in bending and compression for all types of steel.Compactness of Webs* All webs are compact in bending for all types of steel.* For st-37:Webs of SI-500 and above are slender in compression.* For st-44:Webs of SI-400 and above are slender in compression.* For st-52:Webs of SI-300 and above are slender in compression.Unsupported Length Limits in (cm)St-37St-44St-52SI No.LcLpLyLcLpLyLcLpLycmcmcmcmcmcmcmcmcm120758318669771726168152140859421179871957077172160961052368898218788619318010611726198108241869521320011612828610811826595104233220127139311117129288103113254240137150336127139311112123274260146160358135148331119130292280154168376142155348125137307300161176394149163365132144322320169184412157171382138150337340177192430164178398144157351360185200449171186415151164366380192209467178193432157170381400200217485185201449163177396425210228510195211472172186416450219237531203220491179194433475230248555213230514188203453500239257576221238534195210471550258279625239259579211228511600278298668257276618227244545Lc< 20bf/(Fy)^.5or< 1380 Af Cb/((d-2tf) Fy)Lp =84 rT (Cb)^.5 /FyLy =188 rT (Cb)^.5 /FyThese values for Cb=1.0

BFIBroad Flange I-BeamDepth ofWidth ofThicknessThicknessRadiusArea ofWeight perMoment ofRadius ofElastic SectionCompact SectionPlastic SectionWarpingTorsionalNo. ofSectionSectionof Webof Flangeof filletSectionMeterInertiaGyrationModulusCriteriaModulusConstantConstantprofiledbtwtfrAWIxIyixiyZxZyrTSxSyCw/1000Jmmmmmmmmmmcm2kg/mcm4cm4cmcmcm3cm3cmcm3cm3cm6cm41001001006.5101226.120.44471674.142.5389332.85.08.6100543.387.61201201207111234.326.88643175.023.04144533.35.510.6161859.4112.01401401408121244.134.415205505.873.53217793.95.811.524212622.4818.51601601609141558.445.626309586.714.053291204.45.711.336619150.9333.21801801809141565.851.3383013607.634.554261515.06.413.647024093.7537.320020020010161882.764.5595021408.485.095952145.56.313.2659338180.661.322022022010161891.171.1808028409.425.587352586.16.915.2806408295.467.4240240240111822111186.611690415010.266.119743466.66.7-21.61073545511104.026026026011182412194.415050528011.156.6111584067.27.216.01271638772112.6280280280122024144112.320720732012.007.1314805237.87.016.016298211237165.5300300300122027154120.125760901012.937.6517176018.37.517.218839401764177.3320320300132227167130.332250991013.907.7020166618.36.817.1221410402198236.4340340300132227174135.736940991014.577.5521736618.36.818.6238410442503237.9360360300142427192149.8451201081015.337.5025077218.36.318.4276011463048309.4380380300142427194151.3509501081016.217.4626827218.26.319.9294911503422311.2400400300142627209163.0606401171017.037.4930327818.25.821.0334112434091388.1425425300142627212165.4694801171018.107.4332707818.25.822.8359912484657390.4450450300152827232181.0842201262019.057.3837438418.25.422.7412713555610489.7475475300152827235183.3951201262020.127.3340058418.25.424.3441313616294492.5500500300163027255198.91132001353021.077.2845289028.15.024.1495614567455596.3550550300163027263205.11403001353023.107.1751029028.15.027.3564014839126615.1600600300173227289225.41808001444025.017.0760279638.04.728.46602158511614737.3650650300173227297231.72168001444027.026.9766719638.04.731.37392161913749761.8700700300183427324252.72703001535028.886.88772310238.04.432.18491172216966900.7750750300183430333259.73163001535030.826.79843510237.94.434.69396176219609931.9800800300183430342266.83664001535032.736.70916010237.94.437.310224177822443941.6850850300193630372290.24439001627034.546.611044510857.84.237.8115151884268351098.4900900300193630381297.25060001627036.446.531124410857.84.240.4125881932302331138.9950950300193630391305.05730001627038.286.451206310857.74.243.1135331950338341150.310001000300193630400312.06447001628040.156.381289410857.74.245.7145021968376361161.8Compactness of Flanges*All flanges are compact in bending and compression for all types of steel.Compactness of Webs* All webs are compact in bending for all types of steel.* For st-37:Webs of BFI-950 and above are slender in compression.* For st-44:Webs of BFI-900 and above are slender in compression.* For st-52:Webs of BFI-750 and above are slender in compression.Unsupported Length Limits in (cm)St-37St-44St-52BFI No.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< 20bf/(Fy)^.5or< 1380 Af Cb/((d-2tf) Fy)Lp =84 rT (Cb)^.5 /FyLy =188 rT (Cb)^.5 /FyThese values for Cb=1.0

ChannelsChannelsDepth ofWidth ofThicknessThicknessArea ofWeight perDistanceMoment ofRadius ofElastic SectionPlastic Sec.WarpingTorsionalNo. ofSectionSectionof Webof FlangeSectionMeterof C.G.InertiaGyrationModulusModulusConstantConstantprofiledbtwtfAWeIxIyixiyZxZyrTSxCw / 1000Jmmmmmmmmcm2kg/mmmcm4cm4cmcmcm3cm3cmcm3cm6cm48080456811.08.614.510619.43.101.33276.41.2320.2362.11001005068.513.510.515.520629.33.911.47418.51.3490.5682.8120120557917.013.316.036443.24.631.596111.11.4731.2474.01401406071020.415.917.560562.75.451.758614.81.61032.4425.6160160657.510.524.018.718.492585.36.211.8911618.31.71384.4177.31801807081128.021.819.213501146.942.0215022.41.81807.5409.3200200758.511.532.225.120.119101487.702.1419127.01.922912.2811.722022080912.537.429.221.426901978.482.3024533.62.029319.6615.8240240859.51342.333.022.336002489.232.4230039.62.236029.7619.326026090101448.337.723.648203179.992.5637147.72.344544.6925.128028095101553.341.625.3628039910.852.7444957.22.453464.3430.7300300100101658.845.927.0803049511.692.9053567.82.663490.6037.33203201001417.575.859.126.01087059711.982.8167980.72.5814124.365.0350350100141677.360.324.01284057012.892.7273475.02.4888147.459.338038010213.341679.762.223.51573061314.052.7782878.12.4998187.057.9400400110141891.571.426.52035084614.913.041018101.32.71220281.379.4000

HEAHEA SectionsDepth ofWidth ofThicknessThicknessRadiusArea ofWeight perMoment ofRadius ofElastic SectionCompact SectionPlastic SectionWarpingTorsionalNo. ofSectionSectionof Webof Flangeof filletSectionMeterInertiaGyrationModulusCriteriaModulusConstantConstantprofiledbtwtfrAWIxIyixiyZxZyrTSxSyCw/1000Jmmmmmmmmmmcm2kg/mcm4cm4cmcmcm3cm3cmcm3cm3cm6cm410096100581221.216.53491344.062.517326.82.86.311.27842.22.5813.8120114120581225.319.76062314.893.0210638.53.37.514.811460.36.4724.61401331405.58.51231.424.510303895.733.5215555.63.98.216.71678715.0646.5160152160691538.830.316706166.563.9822077.04.48.917.323312031.4108.918017118069.51545.335.325109257.444.52294102.85.09.520.331116060.21111.52001902006.5101853.842.0369013408.284.99388134.05.510.020.6407208108.0015.12202102207111864.350.2541019509.175.51515177.36.110.021.7543276193.2721.92402302407.5122176.859.97760277010.056.01675230.86.610.021.9707358328.4930.92602502607.512.52486.867.710450367010.976.50836282.37.210.423.6867436516.3537.42802702808132497.375.913670476011.856.9910133407.710.824.51055526785.3745.63002903008.5142711388.118260631012.717.4712594218.310.724.513056501199.860.8320310300915.52712496.722930699013.607.5114794668.39.725.015457211512.482.03403303009.516.527133103.727690744014.437.4816784968.39.125.617617711824.499.33603503001017.527143111.533090789015.217.4318915268.38.626.119948212176.6118.9400390300111927159124.045070856016.847.3423115718.27.927.124559002942.1154.545044030011.52127178138.863720947018.927.2928966318.27.129.9309510004147.6207.5500490300122327198154.4869701037020.967.2435506918.26.532.5381411025643.1271.655054030012.52427212165.41119001082022.977.1441447218.16.335.0447211617188.9311.6600590300132527226176.31412001127025.007.0647867518.16.037.4518512208978.2355.765064030013.52627242188.81752001172026.916.9654757818.05.839.65956128211027404.070069030014.52727260202.82152001218028.776.8462388127.95.640.16837135413352463.8800790300152830286223.13034001264032.576.6576818437.85.444.98421143118290527.9900890300163030321250.44221001355036.266.5094859037.85.048.110496157024962661.5100099030016.53130347270.75538001400039.956.35111889337.74.852.612471165632074744.1Compactness of Flanges* For st-37:All flanges are compact in bending and compression.* For st-44:All flanges are compact in bending and compression except HEA260, 280,300.* For st-52:All flanges are compact in bending and compression except HEA180:HEA300.Compactness of Webs* All webs are compact in bending for all types of steel.* For st-37:Webs of HEA800 and above are slender in compression.* For st-44:Webs of HEA650 and above are slender in compression.* For st-52:Webs of HEA550 and above are slender in compression.Unsupported Length Limits in (cm)St-37St-44St-52HEA No.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< 20bf/(Fy)^.5or< 1380 Af Cb/((d-2tf) Fy)Lp =84 rT (Cb)^.5 /FyLy =188 rT (Cb)^.5 /FyThese values for Cb=1.0

IPEIPE SectionsDepth ofWidth ofThicknessThicknessRadiusArea ofWeight perMoment ofRadius ofElastic SectionCompact SectionPlastic SectionWarpingTorsionalNo. ofSectionSectionof Webof Flangeof filletSectionMeterInertiaGyrationModulusCriteriaModulusConstantConstantprofiledbtwtfrAWIxIyixiyZxZyrTSxSyCw/1000Jmmmmmmmmmmcm2kg/mcm4cm4cmcmcm3cm3cmcm3cm3cm6cm48080463.85.257.66.080.18.53.241.05203.71.24.415.7226.60.1180.62832100100554.15.7710.38.017115.94.071.24345.81.54.818.23810.20.3510.94855120120644.46.3713.210.331827.74.911.45538.71.75.121.259150.8901.47485140140734.76.9716.412.854144.95.741.657712.31.95.323.986211.9812.11081241601608257.4920.115.786968.36.581.8410916.72.25.525.4119293.9592.9152174180180915.38923.918.613201017.432.0614722.22.45.727.5161387.4314.02052352002001005.68.51228.522.219401428.252.2319428.42.65.928.42104912.995.32723102202201105.99.21233.426.127702059.112.4825237.32.96.030.12736322.677.23534032402401206.29.81539.130.538902849.972.7032447.33.26.130.73467937.399.44545192702701356.610.21545.935.8579042011.233.02429623.66.633.346110470.5812.16006863003001507.110.71553.842.0836060412.473.35557813.97.035.0602135125.915.87808923303301607.511.51862.648.81177078813.713.55713994.27.036.1763165199.120.99991141360360170812.71872.756.716270104014.963.789041224.56.737.3974206313.629.4126514464004001808.613.52184.565.923130132016.543.9511571474.76.738.5123824749038.0161918504504501909.414.62198.877.133740168018.484.1215001774.96.540.3162430279151.92099239950050020010.21621116.090.548200214020.384.3019282145.26.341.82107370124972.32699308555055021011.117.224134.0104.567120267022.384.4624412545.46.142.12662445188496.334173905600600220121924156.0121.792080339024.304.6630693085.65.842.833765432846135.242974911Compactness of Flanges*All flanges are compact in bending and compression for all types of steel.Compactness of Webs* All webs are compact in bending for all types of steel.* For st-37:Webs of IPE500 and above are slender in compression.* For st-44:Webs of IPE400 and above are slender in compression.* For st-52:Webs of IPE300 and above are slender in compression.Unsupported Length Limits in (cm)St-37St-44St-52IPE No.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< 20bf/(Fy)^.5or< 1380 Af Cb/((d-2tf) Fy)Lp =84 rT (Cb)^.5 /FyLy =188 rT (Cb)^.5 /FyThese values for Cb=1.0

anglesEQUAL ANGLESSEC-Area15.96SEC-IX897AngleAreaWewu1u2IxZxixIuiuIvZvivClear Dist. between angles (cm)Ixix(axs)cm2kg/m'cmcmcmcmcm4cm3cmcm4cmcm4cm3cm3033031.741.350.842.121.181.041.410.650.92.241.140.570.480.57201717.6589769.39983740343043042.271.780.091.241.051.810.060.892.851.120.760.610.58201825.0375489.43537078523053052.782.180.921.31.072.161.040.883.411.110.910.70.57202227.33996810.17354057753533532.041.60.962.471.361.232.290.91.053.631.340.950.70.68201881.7722569.69024309183543542.672.111.411.242.961.181.054.681.331.240.860.68202195.210.15189799323553553.292.571.041.471.253.561.451.045.631.311.491.10.67202508.08185610.5485774854044043.082.421.122.831.581.44.481.561.217.091.521.661.180.78202429.38220810.47985712814054053.792.971.161.641.425.431.911.28.641.512.221.350.77202795.97129610.89840957124064064.43.521.21.71.436.332.261.199.91.492.671.570.77203117.40411.22073288724554554.33.381.283.181.811.587.832.431.3512.41.73.251.80.87203101.1604811.2369368244564565.0941.321.871.599.162.681.3414.51.693.652.050.87203524.29926411.61137357634574575.864.61.361.921.6110.43.311.3316.41.674.392.290.87203942.72262411.93479791015055054.83.771.43.541.981.76113.051.5117.41.94.592.320.98203414.23211.5575582115065065.694.471.452.041.7712.83.511.520.41.895.242.570.96203906.492911.95347739365075076.565.151.492.111.7814.64.151.4923.11.886.022.850.96204390.40742412.28726460725555555.324.181.523.892.151.9314.73.71.6623.32.096.112.841.07203750.47731211.87414787135565566.314.951.562.211.9417.84.41.6627.42.087.243.261.07204305.51206412.27386361025585588.236.461.642.321.9722.15.721.6434.82.069.354.031.07205401.51763212.90777521786066066.915.421.694.242.392.1122.85.291.8236.12.299.433.851.17204719.77460412.58920434146086089.037.091.772.52.1429.16.881.646.12.2612.14.641.16205959.00834813.23487495196010601011.18.691.852.622.1734.58.411.7855.12.2314.65.571.15207200.75913.73678038046576576.76.831.854.62.622.2933.47.131.96532.4713.95.271.26204727.12312.6887963096586589.857.731.892.672.3137.58.131.9559.42.4615.65.841.26206542.0607413.5446134933659659118.621.932.732.3241.39.041.9465.42.4417.26.31.26207241.895613.81220539647077079.47.381.974.952.792.4742.48.432.1267.12.6717.66.371.37206369.1618413.536340126870970911.99.342.052.92.552.610.62.183.12.64227.591.35207913.83914.10816133657011701114.311.22.133.012.5361.812.72.0997.62.61268.641.35209436.8306814.552596583675775710.17.942.035.32.672.6352.48.672.2883.62.8821.17.151.45206848.5243613.762086763375875811.59.032.133.012.6558.9112.2693.62.8524.46.111.45207783.097414.1340544027510751014.111.12.213.182.6671.413.52.251132.8328.89.551.45209448.1432414.627115881980880812.39.662.265.663.22.8272.3122.421153.0628.69.251.55208436.7339214.4224221398010801015.1j2.343.312.8587.515.52.411393.0335.910.91.542010269.4462414.9155960398012801217.914.12.413.412.0910218.22.3516134312.61.532012127.9799615.307247402190990915.512.22.546.363.593.18116182.741843.4547.813.31.769011901110.714.72.623.73.2113021.62.722183.4157.115.41.75901390132117.12.73.013.2'S15025.12.692503.3965 917.31.74100101001019.215.12.827.073.993.5417724.73.042803.8273.318.41.95100121001222.717.82.94.13.5720729.23.023283.885.2211.95100141001426.220.62.94.213.623533.533723.7798.323.41.94110101101021.216.63.077.784.343.8923930.13.363794.2398.622.72.16110121101225.119.73.154.453.9328035.73.344444.2111625.12.1511014110142922.83.214.543.98319413.325054.1813329.32.14120121201227.521.63.48.4944.2636842.73.655844.615231.62.35120131201329.923.33.44/4.864.27394463.646254.5916233.32.34120151201533.926.63.514.964.3144652.53.637054.5618637.52.3413012130123023.63.649.195.154.647250.43.97750519437.72.54130141301434.727.23.725.264.6354055.23.948574.9722342.42.53130161301639.330.93.65.374.6660565.83.929594.9425146.72.5214013140133527.53.929.95.544.9663863.34.2710105.3826247.32.7414015140154031.445.664.9972372.34.2511505.3629852.72.73150141501440.331.64.2110.65.955.3184578.24.5813405.7734758.32.9415015150154333.84.256.015.3369882.54.5714305.7637061.62.63150161501645.735.94.296.075.3494988.74.5615105.7439164.42.9315018150185140.14.366.175.38105099.34.5416705.7438712.93150201502056.344.24.446.285.4111501094.5110205.6477762.91160151601546.136.24.4911.36.355.67110095.64.8817506.1545371.33.14160171601751.640.74.576.465.712301084.8619506.1350676.33.13160191601957.545.14.656.585.7313501184.8421406.155884.83.12180161801655.443.56.0212.77.116.3916801305.5126906.9667995.53.6180181801861.948.65.17.226.4118701455.4929706.937571053.49180201802068.453.75.187.336.4420401605.4732606.96301133.49180221802274.756.65.267446.4722101745.4435106.868181233.5200162001661.848.55.5214.17.87.0923401686.1537407.789431213.91200182001869.154.35.67.927.1226001816.1341507.7510501333.9200202002076.459.95.688.047.1528501996.1145407.7211601443.89200242002490.671.15.848.267.2133302356.0652807.6413801673.92002820028105825.998.477.2837802706.0259907.5715801863.89

Stiffened plateWeakMoment (ASD)=31t.cmStrongSpan=250cmPlate thickness=8mmPlate width=1000mmIxIyAbdexeythicknessDepthUPN0000000Section used as a Stiffener=ANGE505IPE0000000340UPNHEA0000000445IPENumber Of sections (n)/plate width=5HEB0000000550HEAANGE114.594.835.355019.814660HEBSection attached on its Weak Or Stronge axis=WeakPLATE000502.50870ANGE1080PLATEtotal section depth=43.4mm129014100Plate Area=80cm215110Plate Ix=4.2666666667cm416120Plate Iy=66666.6666666667cm4I used for total section Ix=22.9519.81813020140n. Section Area=24cm20150n. section Ix=55cm4160n.section Iy=22.95cm4180200220Total section area=104.000cm2Moment Bet rienforcement=2t.cm240Y_bar=34.8mm260Total section Ix=97.777cm4s top=0.188t/cm2270Total section Iy=cm4s bot=0.188t/cm2280Zxtop=114.876cm3d deflection=0.310cmL/64.6300Zxbott=28.066cm3320340s top=0.270t/cm2360s bot=1.105t/cm2400d deflection=0.983cmL/254.4450500550600

Tamer:For Plates onlyTamer:For Plates & Angles Only

MBD0003AAFF.unknown

MBD0016697D.unknown

MBD0016697F.unknown

MBD00166980.unknown

MBD0016697E.unknown

MBD0016673E.unknown

MBD0016673F.unknown

MBD0016673C.unknown

MBD0016673D.unknown

MBD0016516F.unknown

MBD0016516D.unknown

MBD0000CE74.unknown

MBD00020836.unknown

MBD0002084A.unknown

MBD0001FBE8.unknown

MBD00020464.unknown

MBD00018ADE.unknown

MBD0001762A.unknown

MBD0000BE7A.unknown

MBD0000C3C1.unknown

MBD0000A375.unknown

MBD0000AFFB.unknown