欧标等截面工字钢规格表UNIVERSAL BEAMS
工字钢尺寸规格表
For personal use only in study and research; not for commercialuse工字钢规格表及工字钢理论重量表工字钢也称钢梁，是截面为工字形的长条钢材。
其规格以腰高( h)*腿宽(b)*腰厚(d)的毫数表示，如“工160*88*6”，即表示腰高为160毫米，腿宽为88毫米，腰厚为6毫米的工字钢。
工字钢的规格也可用型号表示，型号表示腰高的厘米数，如工16#。
腰高相同的工字钢，如有几种不同的腿宽和腰厚，需在型号右边加a b c 予以区别，如32a# 32b# 32c#等。
工字钢分普通工字钢和轻型工字钢，热轧普通工字钢的规格为10-63#。
经供需双方协议供应的热轧普通工字钢规格为12-55#。
工字钢广泛用于各种建筑结构、桥梁、车辆、支架、机械等。
工字钢尺寸规格表工字钢理论重量表型号高度*脚宽*腰厚理重10 100*68*12 120*74*514 140*88*618 180*94*20a 200*100*720b 200*102*922a 220*110*22b 220*112*25b 250*118*10 28a 280*122* 28b 280*124* 30a 300*126*9 30b 300*128*11 30c 300*130*13 32b 320*132* 32c 320*134* 36a 360*136*10 36b 360*138*12 36c 360*140*14 40a 400*142* 40b 400*144* 40c 400*146* 45a 450*150* 45b 450*152* 45c 450*154* 56a 560*166* 56b 560*168* 56c 560*170* 63a 630*176*13 63b 630*178*15 63c 630*180*17以下无正文仅供个人用于学习、研究；不得用于商业用途。
工字钢尺寸规格表
理论重量 11.261 13.987 16.89 20.513 24.143 27.929 31.069 33.07 36.542 38.105 42.03 43.492 47.888 48.084 52.794 57.504
工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢 工字钢
r= 端弧半径
工字钢理论重量表
型号 高度*脚宽*腰厚 10 100*68*4.5 12 120*74*5 14 140*88*6 18 180*94*6.5 20a 200*100*7 20b 200*102*9 22a 220*110*7.5 22b 220*112*9.5 25b 250*118*10 28a 280*122*8.5 28b 280*124*10.5 30a 300*126*9
32#A 32#B 32#C 36#A 36#B 36#C 40#A 40#B 40#C 45#A 45#B 45#C 56#A 56#B 56#C 63#A 63#B 63#C
320*130*9.5 320*132*11.5 320*134*13.5 360*136*10.0 360*138*12.0
11.0
67.2
52.7
30C
300
130
13.0
73.4
57.4
36A
3பைடு நூலகம்0
136
10.0
76.3
59.9
36B
360
138
12.0
83.5
65.6
36C
360
140
14.0
90.7
71.2
40A
欧标型材截面库大全(理论数据完整版)
UBUser Registration No:Unregistered CopyDiagram Universal Beams to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness ofRoot Depth Second Moment RadiusElastic Plastic Buckling Torsional Warping Torsional Area per of of Web Flange Radiusbetween of Area of Gyration Modulus Modulus Parameter Index Constant Constant ofDesignationmetre Section Section filletsAxis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-yInertia Section M h b st r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/mmm mm mm mm mm mm cm 4cm 4cm cm cm 3cm 3cm 3cm 3 dm 6cm 4cm 21b c 914x419x388388921420.521.436.624.1799.67196354543838.29.591562721611766533410.88526.788.917344942b c 914x419x343343.3911.8418.519.43224.1799.66257803915637.89.461372618711547728900.88330.175.811934373b c 914x305x289289.1926.6307.719.53219.1824.45041871559737 6.511088310141257016010.86731.931.29263684b c 914x305x253253.4918.4305.517.327.919.1824.44363051330136.8 6.4295018711094213710.86636.226.46263235b c 914x305x224224.2910.4304.115.923.919.1824.43764141123636.3 6.278269739953511630.86141.322.14222866b c 914x305x201200.9903303.315.120.219.1824.4325254942335.7 6.07720462183519820.85446.818.42912567b c 838x292x226226.5850.9293.816.126.817.8761.73397041136034.3 6.277985773915512120.873519.35142898b c 838x292x194193.8840.7292.414.721.717.8761.7279175906633.6 6.06664162076409740.86241.615.23062479b c 838x292x176175.9834.9291.71418.817.8761.7246021779933.1 5.9589353568088420.85646.51322122410b c 762x267x197196.8769.826815.625.416.5686239957817530.9 5.71623461071679590.86933.211.3404251c All SectionsBS/EN Only Corus Only BS/EN+Corus 11b 762x267x173173762.2266.714.321.616.5686205282685030.5 5.58538751461988070.86438.19.3926722012b c 762x267x147146.9754265.212.817.516.5686168502545530 5.4447041151566470.85845.27.415918713b c 762x267x134133.9750264.41215.516.5686150692478829.7 5.3401836246445700.85449.8 6.4611917114b c 686x254x170170.2692.9255.814.523.715.2615.1170326663028 5.53491651856318110.87231.87.4230821715b c 686x254x152152.4687.5254.513.22115.2615.1150355578427.8 5.46437445550007100.87135.5 6.4222019416b c 686x254x140140.1683.5253.712.41915.2615.1136267518327.6 5.39398740945586380.86838.7 5.7216917817b c 686x254x125125.2677.925311.716.215.2615.1117992438327.2 5.24348134639945420.86243.9 4.811615918b c 610x305x238238.1635.8311.418.431.416.55402094711583726.37.2365891017748615740.88621.314.578530319b c 610x305x179179620.2307.114.123.616.55401530241140825.97.074935743554711440.88627.710.234022820b c 610x305x149149.2612.4304.811.819.716.5540125876930825.77411161145949370.88632.78.1720019021b c 610x229x140139.9617.2230.213.122.112.7547.6111777450525 5.03362239141426110.87530.6 3.9921617822b c610x229x125125.1612.222911.919.612.7547.698610393224.9 4.97322134336765350.87334.1 3.4515415923b c 610x229x113113607.6228.211.117.312.7547.687318343424.6 4.88287430132814690.8738 2.9911114424b c 610x229x101101.2602.6227.610.514.812.7547.675780291524.2 4.75251525628814000.86443.1 2.527712925b c 533x210x122122544.5211.912.721.312.7476.576043338822.1 4.67279332031965000.87727.6 2.3217815526b c 533x210x109109539.5210.811.618.812.7476.566822294321.9 4.6247727928284360.87530.9 1.9912613927b c 533x210x101101536.721010.817.412.7476.561519269221.94.57229225626123990.87433.21.81101129All Sections BS/EN Only Corus Only BS/EN+CorusUB User Registration No:Unregistered Copy Diagram Universal Beams to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm292.1533.1209.310.115.612.7476.555227238921.7 4.51207222823603560.87236.5 1.675.7117 28b c533x210x9282.2528.3208.89.613.212.7476.547539200721.3 4.38180019220593000.86441.6 1.3351.5105 29b c533x210x8298.3467.2192.811.419.610.2407.645727234719.1 4.33195724322323790.88125.7 1.18121125 30b c457x191x9831b c457x191x8989.3463.4191.910.517.710.2407.641015208919 4.29177021820143380.8828.3 1.0490.7114 32b c457x191x8282460191.39.91610.2407.637051187118.8 4.23161119618313040.87730.90.92269.2104 33b c457x191x7474.3457190.4914.510.2407.633319167118.8 4.2145817616532720.87733.90.81851.894.667.1453.4189.98.512.710.2407.629380145218.5 4.12129615314712370.87237.90.70537.185.5 34b c457x191x6782.1465.8155.310.518.910.2407.636589118518.7 3.37157115318112400.87327.40.59189.2105 35b c457x152x8274.2462154.49.61710.2407.632674104718.6 3.33141413616272130.87330.20.51865.994.5 36b c457x152x7437b c457x152x6767.2458153.891510.2407.62892791318.4 3.27126311914531870.86933.60.44847.785.659.8454.6152.98.113.310.2407.62550079518.3 3.23112210412871630.86837.50.38733.876.2 38b c457x152x6052.3449.8152.47.610.910.2407.62136964517.9 3.1195084.610961330.85943.90.31121.466.6 39b c457x152x5274.2412.8179.59.51610.2360.427310154517 4.04132317215012670.88227.60.60862.894.5 40b c406x178x7441b c406x178x6767.1409.4178.88.814.310.2360.424331136516.9 3.99118915313462370.8830.50.53346.185.560.1406.4177.97.912.810.2360.421596120316.8 3.97106313511992090.8833.80.46633.376.5 42b c406x178x6043b c406x178x5454.1402.6177.77.710.910.2360.418722102116.5 3.8593011510551780.87138.30.39223.16946403.2142.2 6.811.210.2360.41568553816.4 3.0377875.78881180.87138.90.2071958.6 44b c406x140x4639398141.8 6.48.610.2360.41250841015.9 2.8762957.872490.80.85847.50.15510.749.7 45b c406x140x3946b c356x171x6767.1363.4173.29.115.710.2311.619463136215.1 3.99107115712112430.88624.40.41255.785.5 47b c356x171x5757358172.28.11310.2311.616038110814.9 3.9189612910101990.88228.80.3333.472.6 48b c356x171x5151355171.57.411.510.2311.61413696814.8 3.867961138961740.88132.10.28623.864.9 49b c356x171x4545351.4171.179.710.2311.61206681114.5 3.7668794.87751470.87436.80.23715.857.3 50b c356x127x3939.1353.4126 6.610.710.2311.61017235814.3 2.6857656.865989.10.87135.20.10515.149.833.1349125.468.510.2311.6824928014 2.5847344.754370.30.86342.20.08128.7942.1 51b c356x127x3352b c305x165x5454310.4166.97.913.78.9265.211696106313 3.937541278461960.88923.60.23434.868.8 53b c305x165x4646.1306.6165.7 6.711.88.9265.2989989613 3.96461087201660.89127.10.19522.258.7 54b c305x165x4040.3303.4165610.28.9265.2850376412.9 3.8656092.66231420.889310.16414.751.348.1311125.39148.9265.2957546112.5 2.7461673.67111160.87323.30.10231.861.2 55b c305x127x48All Sections BS/EN Only Corus Only BS/EN+CorusUB User Registration No:Unregistered Copy Diagram Universal Beams to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J AHome kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm241.9307.2124.3812.18.9265.2819638912.4 2.753462.661498.40.87226.50.084621.153.456b c305x127x4257b c305x127x3737304.4123.47.110.78.9265.2717133612.3 2.6747154.553985.40.87229.70.072514.847.232.8312.7102.4 6.610.87.6275.9650119412.5 2.1541637.9481600.86631.60.044212.241.858b c305x102x3328.2308.7101.868.87.6275.9536615512.2 2.0834830.540348.50.85937.40.03497.435.959b c305x102x2824.8305.1101.6 5.877.6275.9445512311.9 1.9729224.234238.80.84643.40.0273 4.7731.660b c305x102x2543259.6147.37.212.77.6219654467710.9 3.52504925661410.89121.20.10323.954.861b c254x146x4337256146.4 6.310.97.6219553757110.8 3.48433784831190.8924.30.085715.347.262b c254x146x3763b c254x146x3131.1251.4146.168.67.6219441344810.5 3.3635161.339394.10.8829.60.0668.5539.764b c254x102x2828.3260.4102.2 6.3107.6225.2400517910.5 2.2230834.935354.80.87427.50.0289.5736.165b c254x102x2525.2257.2101.968.47.6225.2341514910.3 2.1526629.2306460.86631.50.023 6.423222254101.6 5.7 6.87.6225.2284111910.1 2.0622423.525937.30.85636.40.0182 4.152866b c254x102x2230206.8133.9 6.49.67.6172.428963858.71 3.1728057.531488.20.88121.50.037410.338.267b c203x133x3025.1203.2133.2 5.77.87.6172.423403088.56 3.123046.225870.90.87725.60.0294 5.963268b c203x133x2569b c203x102x2323.1203.2101.8 5.49.37.6169.421051648.46 2.3620732.223449.80.88822.50.01547.0229.419177.8101.2 4.87.97.6146.813561377.48 2.371532717141.60.88822.60.00987 4.4124.370b c178x102x1916152.488.7 4.57.77.6121.883489.8 6.41 2.110920.212331.20.8919.60.0047 3.5620.371b c152x89x16131277647.67.696.647355.7 5.35 1.847514.784.222.60.89516.30.00199 2.8516.572b c127x76x1373**Additional sizes 0486.61036.1308.53054.130867.910214202672140.6 6.571971717322320028000.86721.164.4429962074c1016x305x48775c1016x305x437436.91025.9305.426.94930867.99099062344740.4 6.491773915352076224690.86823.155.93185557392.7101630324.443.930868.28076892049640.2 6.41589913531853921680.86825.548.4233050076c1016x305x393349.41008.130221.14030868.17231311846040.3 6.441434612231659219410.87227.943.3171844577c1016x305x34978c1016x305x314314.3100030019.135.930868.26442121623240.1 6.371288410821485117130.87230.737.7126440079c1016x305x272272.3990.130016.53130868.15539741400440 6.35111909341282614700.8733532.283534780c1016x305x249248.7980.230016.52630868.24813061175439 6.0998217841135012450.86139.926.858231781c1016x305x222222970.33001621.130868.1407961954638 5.818409636980710200.8545.721.5390283SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/E N+CorusUC User Registration No:Unregistered Copy Diagram Universal Columns to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm21b c356x406x634633.9474.642447.67715.2290.22748459812518.4111158246291423571080.843 5.4638.8137238082b c356x406x551551455.6418.542.167.515.2290.2226938826711810.9996239511207660580.841 6.0531.192407023b c356x406x467467436.6412.235.85815.2290.21830036783417.510.7838332911000250340.839 6.8624.358085954b c356x406x39339341940730.649.215.2290.21466185536717.110.569982721822241540.8377.8718.935455015b c356x406x340339.9406.440326.642.915.2290.21225434685316.810.460312325699935440.8368.8515.523434336b c356x406x287287.1393.639922.636.515.2290.2998753867716.510.350751939581229490.83510.212.314413667b c356x406x235235.1381394.818.430.215.2290.2790853099316.310.241511570468723830.83412.19.548122998b c356x368x202201.9374.6374.716.52715.2290.2662612368816.19.635381264397219200.84413.47.165582579b c356x368x177177368.2372.614.423.815.2290.2571182052915.99.5431031102345516710.84415 6.09381226 10b c356x368x153152.9362370.512.320.715.2290.2485891755315.89.492684948296514350.84417 5.11251195 11b c356x368x129129355.6368.610.417.515.2290.2402461461115.69.432264793247911990.84419.9 4.18153164 12b c305x305x283282.9365.3322.226.844.115.2246.7788722463514.88.2743181529510523420.8557.65 6.352034360 13b c305x305x240240352.5318.42337.715.2246.7642032031514.58.1536431276424719510.8548.74 5.031271306 14b c305x305x198198.1339.9314.519.131.415.2246.7509041629914.28.0429951037344015810.85410.2 3.88734252 15b c305x305x158158.1327.1311.215.82515.2246.7387471256913.97.92369808268012300.85112.5 2.87378201 16b c305x305x137136.9320.5309.213.821.715.2246.7328141070013.77.832048692229710530.85114.2 2.39249174 17b c305x305x118117.9314.5307.41218.715.2246.727672905913.67.77176058919588950.8516.2 1.98161150 18b c305x305x9796.9307.9305.39.915.415.2246.722249730813.47.69144547915927260.8519.3 1.5691.2123 19b c254x254x167167.1289.1265.219.231.712.7200.329998987011.9 6.812075744242411370.8518.49 1.63626213 20b c254x254x132132276.3261.315.325.312.7200.322529753111.6 6.69163157618698780.8510.3 1.19319168 21b c254x254x107107.1266.7258.812.820.512.7200.317510592811.3 6.59131345814846970.84812.40.898172136 22b c254x254x8988.9260.3256.310.317.312.7200.314268485711.2 6.55109637912245750.8514.50.717102113 23b c254x254x7373.1254.1254.68.614.212.7200.311407390811.1 6.488983079924650.84917.30.56257.693.1 24b c203x203x8686.1222.2209.112.720.510.2160.8944931279.28 5.348502999774560.8510.20.318137110 25b c203x203x7171215.8206.41017.310.2160.8761825379.18 5.37062467993740.85311.90.2580.290.4 26b c203x203x6060209.6205.89.414.210.2160.8612520658.96 5.25842016563050.84614.10.19747.276.4 27b c203x203x5252206.2204.37.912.510.2160.852*******.91 5.185101745672640.84815.80.16731.866.3 28b c203x203x4646.1203.2203.67.21110.2160.8456815488.82 5.134501524972310.84717.70.14322.258.7 29b c152x152x3737161.8154.4811.57.6123.62210706 6.85 3.8727391.53091400.84813.30.039919.247.1 30b c152x152x3030157.6152.9 6.59.47.6123.61748560 6.76 3.8322273.32481120.849160.030810.538.3 31b c152x152x2323152.4152.2 5.8 6.87.6123.61250400 6.54 3.716452.618280.20.8420.70.0212 4.6329.2 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/E N+CorusUBP User Registration No:Unregistered Copy Diagram Universal Bearing Piles to BS4 Part1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling TorsionalWarping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm21b c356x368x174173.9361.4378.520.320.415.2290.2510091846315.29.132823976318614970.82115.8 5.373302212b c356x368x152152356.437617.817.915.2290.2439721587715.19.052468845276712930.82117.8 4.552231943b c356x368x133133352373.815.615.715.2290.23798313680158.992158732240611190.82220.1 3.871511694b c356x368x109108.9346.437112.812.915.2290.2306321098714.98.9176959219569030.82324.2 3.0584.61395b c305x305x223222.9337.9325.730.330.415.2246.7526991757713.67.8731191079365316800.8269.55 4.159432846b c305x305x186186328.3320.925.525.615.2246.7426101414313.47.732596881300313660.82711.1 3.245602377b c305x305x149149.1318.531620.620.715.2246.7330671091013.27.582076691237010660.82813.5 2.422951908b c305x305x126126.1312.3312.917.517.615.2246.727408900213.17.49175557519868850.82915.7 1.951821619b c305x305x110110307.9310.715.315.415.2246.7235637709137.42153149617207620.8317.7 1.65122140 10b c305x305x9594.9303.7308.713.313.315.2246.720045652912.97.35132042314746480.8320.2 1.3880121 11b c305x305x8888301.7307.812.412.315.2246.718425598412.87.31122138913605950.8321.6 1.2564.2112 12b c305x305x7978.9299.3306.41111.115.2246.716444532612.87.28109934812185310.83223.9 1.1146.9100 13b c254x254x8585.1254.3260.414.414.312.7200.312284421510.6 6.2496632410924980.82515.60.60781.8108 14b c254x254x7171249.7258121212.7200.310071343910.6 6.178072679044090.82618.40.48648.490.4 15b c254x254x6363247.1256.610.610.712.7200.38860301610.5 6.137172357993600.82720.50.42134.380.2 16b c203x203x5453.9204207.711.311.410.2160.8502717058.55 4.984931645572520.82715.80.15832.768.7 17b c203x203x4544.9200.2205.99.59.510.2160.8410013848.46 4.924101344592060.82718.60.12619.257.2 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/EN+CorusRSJ User Registration No:Unregistered Copy Diagram Joists with Taper Flanges to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Toe Flange Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius Radius Taper between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r1r2αd I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm degrees mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm21b c254x203x8282254203.210.219.919.69.78166.612025228010.7 4.6794722410773710.89110.3121521052b254x114x3737.1254114.37.612.812.4 6.18199.3508226910.4 2.3940047.145979.10.88518.70.039125.247.33b c203x152x5252.2203.2152.48.916.515.57.68133.247988168.49 3.54721075411760.89110.70.071164.966.64b c152x127x3737.2152.412710.413.213.5 6.6894.31818378 6.19 2.8223959.627999.80.8669.320.018333.947.55b c127x114x2929.3127114.310.211.59.9 4.8879.5979242 5.12 2.5415442.318170.80.8538.760.0080720.837.46b c127x114x2726.8127114.37.411.49.95879.5946236 5.26 2.6314941.317268.20.8689.310.0078816.934.27b127x76x1616.512776.2 5.69.69.4 4.6886.557160.8 5.21 1.7901610426.40.89111.80.00209 6.7321.18b114x114x2727114.3114.39.510.714.2 3.2860.8736224 4.62 2.5512939.215165.80.8417.920.0060118.934.59b c102x102x2323101.6101.69.510.311.1 3.2855.2486154 4.07 2.2995.630.311350.60.8367.420.0032114.229.310b c102x44x77.4101.644.5 4.3 6.1 6.9 3.3874.61537.82 4.010.90730.1 3.5135.4 6.030.87214.90.00018 1.269.511b c89x89x1919.588.988.99.59.911.1 3.2844.2307101 3.51 2.026922.882.7380.83 6.570.0015811.524.912b76x76x151576.2808.98.49.4 4.6838.117260.93 1.7845.215.254.225.80.82 6.420.0007 6.8419.113b c76x76x1312.776.276.2 5.18.49.4 4.6838.115851.8 3.12 1.7941.513.648.722.40.8527.210.0006 4.616.2 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/EN Only Corus Only BS/EN+CorusRSC User Registration No:Unregistered Copy Diagram Channels to BS 4 Part 1 1993[ALL Sections]Mass Depth Width Thickness Radius Flange Depth Shear centre Second Moment Radius Elastic Elastic Plastic Plastic Buckling Torsional Warping Torsional Area Section per of of of of Taper between Position from of Area of Gyration Modulus Neutral Modulus Neutral Parameter Index Constant Constant of Designation Metre Section section Web Flange Root Toe in fillets web cg Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis Axis x-x Axis y-y Axis Inertia Section M h b s t r1r2αd eo Cs I x I y r x r y Z x Z y Cy S x S y Ceq u x H J A Home kg/m mm mm mm mm mm mm degrees mm cm cm cm4cm4cm cm cm3cm3cm cm3cm3cm dm6cm4cm21b432x102x6565.5431.8101.612.216.815.2 4.85362.5 3.13 4.832137362716 2.7499080 2.3112051520.9660.87524.50.21661.583.42b381x102x5555.01381101.610.416.315.2 4.85312.6 3.44 5.431486957914.6 2.8778175.7 2.529311440.920.89522.60.15346.470.13b305x102x4646.21304.8101.610.214.815.2 4.85239.3 3.59 5.73820849911.8 2.9153966.5 2.656381280.9660.89918.80.084235.958.94b305x89x4241.81304.888.910.213.713.7 3.25245.4 2.93 4.6707832611.5 2.4846448.6 2.1855992.60.8740.88720.30.055228.153.35b254x89x3635.6625488.99.113.613.7 3.25194.7 3.20 5.1644453029.89 2.5835046.7 2.4241489.60.8940.906170.034723.245.46b254x76x2828.1825476.28.110.912.2 3.25203.9 2.55 3.9933551629.67 2.1226428.1 1.8531653.80.7070.88621.20.019412.335.97b229x89x3332.68228.688.98.613.313.7 3.25169.9 3.32 5.4233832859.01 2.6129644.8 2.5334886.3 1.10.91215.50.026320.641.68b229x76x2626.08228.676.27.611.212.2 3.25177.8 2.70 4.3226151598.87 2.1922928.4227154.50.7270.90118.70.015111.633.29b203x89x3029.77203.288.98.112.913.7 3.25145.2 3.44 5.6824922658.11 2.6424542.4 2.6528781.7 1.40.916140.019218.137.910b203x76x2423.85203.276.27.111.212.2 3.25152.4 2.84 4.6219551528.02 2.2419227.7 2.1422653.50.8920.91116.50.011210.630.411b178x89x2726.79177.888.97.612.313.7 3.25121 3.55 5.9217532417.17 2.6619739.3 2.7623075.4 1.70.91512.60.013415.334.112b178x76x2120.84177.876.2 6.610.312.2 3.25128.8 2.93 4.813381347.1 2.2515124.8 2.217648.1 1.090.91115.30.007658.2726.613b152x89x2423.87152.488.97.111.613.7 3.2596.9 3.65 6.171168216 6.2 2.6615335.8 2.8717868.6 1.990.90911.20.0088212.730.414b152x76x1817.91152.476.2 6.4912.2 2.45105.9 2.96 4.85852114 6.11 2.2311221 2.2113041.2 1.150.90114.40.00486 6.0522.815b127x64x1514.9212763.5 6.49.210.7 2.4584 2.46 4.0748267.2 5.04 1.887615.2 1.9489.429.3 1.090.90911.60.00188 5.011916b102x51x1010.4101.650.8 6.17.69.1 2.4565.8 1.89 3.120729.1 3.95 1.4840.88.14 1.5148.715.70.7590.910.80.000512 2.5813.317b76x38x7 6.7176.238.1 5.1 6.87.6 2.4545.8 1.43 2.3774.310.7 2.95 1.1219.5 4.09 1.1923.57.780.6730.9089.060.000101 1.268.56 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/E N+CorusPFC User Registration No:Unregistered Copy Diagram Parallel Flange Channels[ALL Sections]Mass Depth Width Thickness Root Depth Shear centre Second Moment Radius Elastic Elastic Plastic Plastic Buckling Torsional Warping Torsional Area Section per of of of Radius between Position from of Area of Gyration Modulus Neutral Modulus Neutral Parameter Index Constant Constant of Designation metre Section Section Web Flange fillets web cg Axis Axis Axis Axis Axis Axis Axis Axis Axis Axis Inertia Section M H B s T r d eo sc x-x y-y x-x y-y x-x y-y c y x-x y-y c eq u x H J A Home Kg/m mm mm mm mm mm mm cm cm cm4cm4cm cm cm3cm3cm cm3cm3cm dm6cm4cm21c430x100x6464.4430100111915362 3.27 5.342193972216.3 2.97102097.9 2.6212221760.9540.91722.50.2196382.12c380x100x54543801009.517.515315 3.48 5.791503464314.8 3.0679189.2 2.799331610.9040.93221.20.1545.768.73c300x100x4645.5300100916.515237 3.68 6.29822956811.9 3.1354981.7 3.05641148 1.310.944170.081336.8584c300x90x4141.430090915.512245 3.18 5.33721840411.7 2.7748163.1 2.65681140.8790.93418.40.058128.852.75c260x90x3534.82609081412208 3.32 5.66472835310.3 2.8236456.3 2.74425102 1.140.94217.20.037920.644.46c260x75x2827.62607571212212 2.62 4.37361918510.1 2.327834.4 2.1328620.6760.93220.50.020311.735.17c230x90x3232.2230907.51412178 3.46 6.0135183349.27 2.8630655 2.9235599.1 1.690.9515.10.027919.3418c230x75x2625.723075 6.512.512181 2.78 4.7527481819.17 2.3523934.8 2.327863.1 1.030.94717.30.015311.832.79c200x90x3029.72009071412148 3.6 6.3725233148.16 2.8825253.4 3.1229194.5 2.240.95412.90.019718.337.9 10c200x75x2323.420075612.512151 2.91 5.0919631708.11 2.3919633.8 2.4822760.8 1.530.95614.80.010711.129.9 11c180x90x2626.118090 6.512.512131 3.64 6.4818172777.4 2.8920247.4 3.1723283.5 2.360.94912.80.014113.333.2 12c180x75x2020.318075610.512135 2.87 4.9813701467.27 2.3815228.8 2.4117651.9 1.340.94615.30.007547.3425.9 13c150x90x2423.915090 6.51212102 3.71 6.691162253 6.18 2.8915544.4 3.317976.9 2.660.93610.80.008911.830.4 14c150x75x1817.915075 5.51012106 2.98 5.29861131 6.15 2.411526.6 2.5813247.2 1.810.94613.10.00467 6.122.8 15c125x65x1514.812565 5.59.51282 2.56 4.5348380 5.07 2.0677.318.8 2.2589.933.4 1.550.94211.10.00194 4.7218.8 16c100x50x1010.21005058.5965 1.94 3.4220832.34 1.5841.59.89 1.7348.917.6 1.180.942100.00049 2.5313 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000EAngles User Registration No:Unregistered Copy Diagram Equal Leg Angles to EN 10056-1: 1998[ALL Sections]Section Mass Root Toe Distance Second Moment Radius Elastic Area Section Dimensions per radius Radius to centre of Area of Gyration Modulus ofDesignation metre of gravity Axis Axis Axis Axis Axis Axis Axis Axis Sectiona x a x t a t M r1r2C x & C y Ix, Iy Ixy Iu Iv rx, ry r u r v Zx, Zy A Home mm mm kg/m mm mm cm cm4cm4cm4cm4cm cm cm cm3cm21b250x250x35250351281897.59264-54021466638627.549.48 4.87529163 2250x250x322503211820107.388597-50321362935657.579.53 4.874881503b250x250x28250281041897.247697-45281222631697.629.61 4.89433133 4250x250x252502593.620107.126975-41111108628647.659.64 4.93901195b c200x200x242002471.1189 5.843331-195352841378 6.067.64 3.923590.66b c200x200x202002059.9189 5.682851-167845291172 6.117.7 3.9219976.37b c200x200x182001854.2189 5.62600-153341321067 6.137.73 3.9318169.18b c200x200x162001648.5189 5.522341-138******** 6.167.76 3.9416261.89b180x180x181801848.6189 5.11866-10972963768 5.49 6.92 3.5214561.9 10b180x180x161801643.5189 5.021682-9912673692 5.51 6.95 3.5313055.4 11b160x160x151601536.2178.5 4.491099-6461745453 4.88 6.16 3.1395.546.1 12c150x150x181501840.1168 4.371050-6151665435 4.54 5.71 2.9298.751 13b c150x150x151501533.8168 4.25898-5281426370 4.57 5.76 2.9383.543 14b c150x150x121501227.3168 4.12737-4331170303 4.6 5.8 2.9567.734.8 15b c150x150x101501023168 4.03624-366991258 4.62 5.82 2.9756.929.3 16b130x130x121301223.5147 3.64472-278750195 3.975 2.5550.430 17c120x120x151201526.613 6.5 3.51445-260705185 3.62 4.56 2.3352.433.9 18b c120x120x121201221.613 6.5 3.4368-216584152 3.65 4.6 2.3542.727.5 19b c120x120x101201018.213 6.5 3.31313-184497129 3.67 4.63 2.363623.2 20c120x120x8120814.713 6.5 3.23255-150405105 3.69 4.65 2.3729.118.7 21c100x100x151001521.9126 3.02249-144393104 2.98 3.75 1.9335.627.9 22b c100x100x121001217.8126 2.9207-12132885.8 3.02 3.8 1.9429.122.7 23b c100x100x101001015126 2.82177-10428073 3.04 3.83 1.9524.619.2 24b c100x100x8100812.2126 2.74145-8523059.9 3.06 3.85 1.9619.915.5 25c90x90x12901215.911 5.5 2.66148-86.323461.7 2.7 3.4 1.7423.320.3 26b c90x90x10901013.411 5.5 2.58127-74.420152.6 2.72 3.43 1.7519.817.1 27b90x90x990912.211 5.5 2.54116-67.918447.9 2.73 3.44 1.7617.915.5 28b c90x90x890810.911 5.5 2.5104-61.216643.1 2.74 3.45 1.7616.113.9 29b c90x90x79079.6111 5.5 2.4592.5-54.314738.3 2.75 3.46 1.7714.112.2 30c90x90x69068.311 5.5 2.4180.3-4712733.3 2.76 3.47 1.7812.210.6 All Sections BS/EN Only Corus Only BS/EN+Corus31b c80x80x10801011.9105 2.3487.5-51.113936.4 2.41 3.03 1.5515.415.1 32b c80x80x88089.63105 2.2672.2-42.411529.9 2.43 3.06 1.5612.612.3 33c80x80x68067.34105 2.1755.8-32.788.523.1 2.44 3.08 1.579.579.35 34b75x75x87588.999 4.5 2.1459.1-34.793.824.5 2.27 2.86 1.461111.4 35b75x75x6756 6.859 4.5 2.0545.8-26.972.718.9 2.29 2.89 1.478.418.73 36c70x70x10701010.39 4.5 2.0957.2-33.390.524 2.09 2.63 1.3511.713.1 37c70x70x87088.369 4.5 2.0147.5-27.875.319.7 2.11 2.66 1.369.5210.6 38b70x70x77077.389 4.5 1.9742.3-24.867.117.5 2.12 2.67 1.368.419.4 39b c70x70x6706 6.389 4.5 1.9336.9-21.658.515.3 2.13 2.68 1.377.278.13 40b65x65x7657 6.839 4.5 1.8533.4-19.65313.9 1.96 2.47 1.267.188.7 41c60x60x1060108.6984 1.8534.9-20.155.114.8 1.78 2.23 1.168.4111.1 42b c60x60x86087.0984 1.7729.2-1746.112.2 1.8 2.26 1.16 6.899.03 43b c60x60x6606 5.4284 1.6922.8-13.436.19.44 1.82 2.29 1.17 5.29 6.91 44b c60x60x5605 4.5784 1.6419.4-11.330.78.03 1.82 2.3 1.17 4.45 5.82 45c50x50x8508 5.827 3.5 1.5216.3-9.4125.7 6.88 1.48 1.860.963 4.687.41 46b c50x50x6506 4.477 3.5 1.4512.8-7.520.3 5.34 1.5 1.890.968 3.61 5.69 47b c50x50x5505 3.777 3.5 1.411-6.4217.4 4.55 1.51 1.90.973 3.05 4.8 48b c50x50x4504 3.067 3.5 1.368.97-5.2414.2 3.73 1.52 1.910.979 2.46 3.89 49c50x50x3503 2.337 3.5 1.31 6.86-3.9810.8 2.88 1.52 1.910.986 1.86 2.96 50c45x45x645647 3.5 1.329.16-5.3314.5 3.83 1.34 1.690.867 2.88 5.09 51c45x45x5455 3.387 3.5 1.287.84-4.5812.4 3.26 1.35 1.70.871 2.43 4.3 52b45x45x4.545 4.5 3.067 3.5 1.267.15-4.1711.3 2.97 1.35 1.70.873 2.2 3.9 53c45x45x4454 2.747 3.5 1.23 6.43-3.7510.2 2.68 1.36 1.710.876 1.97 3.49 54c45x45x3453 2.097 3.5 1.18 4.93-2.857.78 2.07 1.36 1.710.882 1.49 2.66 55c40x40x6406 3.5263 1.2 6.31-3.669.97 2.65 1.19 1.490.77 2.26 4.48 56b c40x40x5405 2.9763 1.16 5.43-3.178.59 2.26 1.2 1.510.773 1.91 3.79 57b c40x40x4404 2.4263 1.12 4.47-2.617.09 1.86 1.21 1.520.777 1.55 3.08 58c40x40x3403 1.8463 1.07 3.45-2.01 5.45 1.44 1.21 1.520.783 1.18 2.35 59b35x35x4354 2.095 2.51 2.95-1.73 4.68 1.23 1.05 1.320.678 1.18 2.67 60c30x30x5305 2.185 2.50.918 2.16-1.25 3.410.9170.883 1.110.575 1.04 2.78 61b c30x30x4304 1.785 2.50.878 1.8-1.05 2.850.7540.892 1.120.5770.85 2.27 62b c30x30x3303 1.365 2.50.835 1.4-0.819 2.220.5860.899 1.130.5810.649 1.74 63c25x25x5255 1.78 3.5 1.750.799 1.21-0.686 1.90.5240.7310.9150.4810.711 2.26 64b c25x25x4254 1.45 3.5 1.750.762 1.02-0.588 1.610.430.7410.9310.4820.586 1.85 65b c25x25x3253 1.12 3.5 1.750.7230.803-0.469 1.270.3340.7510.9450.4840.452 1.42 66b20x20x32030.882 3.5 1.750.5980.392-0.2270.6180.1650.590.7420.3830.279 1.12 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000。
工字钢尺寸规格表
For personal use only in study and research; not for commercialuse膃工字钢规格表及工字钢理论重量表蚃膀工字钢也称钢梁，是截面为工字形的长条钢材。
其规格以腰高( h)*腿宽(b)*腰厚(d)的毫数表示，如“工160*88*6”，即表示腰高为160毫米，腿宽为88毫米，腰厚为6毫米的工字钢。
工字钢的规格也可用型号表示，型号表示腰高的厘米数，如工16#。
腰高相同的工字钢，如有几种不同的腿宽和腰厚，需在型号右边加a b c 予以区别，如32a# 32b# 32c#等。
工字钢分普通工字钢和轻型工字钢，热轧普通工字钢的规格为10-63#。
经供需双方协议供应的热轧普通工字钢规格为12-55#。
工字钢广泛用于各种建筑结构、桥梁、车辆、支架、机械等。
工字钢尺寸规格表工字钢理论重量表型号高度*脚宽*腰厚理重10100*68*4.511.261 12120*74*513.987 14140*88*620.513 18180*94*6.524.14320a200*100*727.929 20b200*102*931.069 22a220*110*7.533.0722b220*112*9.538.105 25b250*118*1042.03 28a280*122*8.543.492 28b280*124*10.547.88830a300*126*948.084 30b300*128*1152.794 30c300*130*1352.717 32b320*132*11.557.74132c320*134*13.562.76536a360*136*1060.037 36b360*138*1265.689 36c360*140*1471.341 40a400*142*10.567.59840b400*144*12.573.87840c400*146*14.580.15845a450*150*11.580.4245b450*152*13.587.48545c450*154*15.594.5556a560*166*12.5106.316 56b560*168*14.5115.108 56c560*170*16.5123.963a630*176*13121.40763b630*178*15131.298 63c630*180*17141.189以下无正文仅供个人用于学习、研究；不得用于商业用途。
工字钢尺寸规格表
工字钢规格表及工字钢理论重量表工字钢也称钢梁，是截面为工字形的长条钢材。
其规格以腰高( h)*腿宽(b)*腰厚(d)的毫数表示，如“工160*88*6”，即表示腰高为160毫米，腿宽为88毫米，腰厚为6毫米的工字钢。
工字钢的规格也可用型号表示，型号表示腰高的厘米数，如工16#。
腰高相同的工字钢，如有几种不同的腿宽和腰厚，需在型号右边加a b c 予以区别，如32a# 32b# 32c#等。
工字钢分普通工字钢和轻型工字钢，热轧普通工字钢的规格为10-63#。
经供需双方协议供应的热轧普通工字钢规格为12-55#。
工字钢广泛用于各种建筑结构、桥梁、车辆、支架、机械等。
品名型号明细规格理论重量工字钢10# 100*63*4.5 11.261工字钢12# 120*74*5.0 13.987工字钢14# 140*80*5.5 16.89工字钢16# 160*88*6.0 20.513工字钢18# 180*94*6.5 24.143工字钢20#A 200*100*7.0 27.929工字钢20#B 200*102*9.0 31.069工字钢22#A 220*110*7.5 33.07工字钢22#B 220*112*9.5 36.542工字钢25#A 250*116*8.0 38.105工字钢25#B 250*118*10.0 42.03工字钢尺寸规格表工字钢理论重量表型号高度*脚宽*腰厚理重10 100*68*4.5 11.26112 120*74*5 13.987 14 140*88*6 20.513 18 180*94*6.5 24.143 20a 200*100*7 27.929 20b 200*102*9 31.069 22a 220*110*7.5 33.0722b 220*112*9.5 38.10525b 250*118*10 42.0328a 280*122*8.5 43.49228b 280*124*10.5 47.88830a 300*126*9 48.084 30b 300*128*11 52.79430c 300*130*13 52.71732b 320*132*11.5 57.74132c 320*134*13.5 62.76536a 360*136*10 60.03736b 360*138*12 65.68936c 360*140*14 71.34140a 400*142*10.5 67.59840b 400*144*12.5 73.87840c 400*146*14.5 80.15845a 450*150*11.5 80.4245b 450*152*13.5 87.48545c 450*154*15.5 94.5556a 560*166*12.5 106.31656b 560*168*14.5 115.10856c 560*170*16.5 123.963a 630*176*13 121.407 63b 630*178*15 131.298 63c 630*180*17 141.189Welcome To Download欢迎您的下载，资料仅供参考！。
欧标热轧IPE、HEA、UNP等与国标型钢性能参数对照
欧标热轧IPE、HEA、UNP等与国标型钢性能参数对照————————————————————————————————作者：————————————————————————————————日期：１、热轧IＰE（欧标H型钢）数据：代号ﻫU尺寸截面积ﻫ(cm2)单位重量ﻫ(kg/m) 高h 腿宽b 腰厚s 腿厚t 圆弧半径ｒIPE AA-8０78 46 3．２ 4.2 5 6．3１ 4.95ＩPE A-8０７８46 3.3 4.2 ５６.38 5IPE-8０8０46 3.8 ５.2 5 ７.64 6 IPE AA-１00 97.6 55 ３．6 ４.4 ７8.56 6．72IPE A-100 98 ５５３.６ 4.7 7 8．7８６．89IPE-10０100 55 4.1 5.7 ７10.32 ８.１0 IPE ＡA-120 １17 6４3．8 4.8 7 10．65 8.36IPE A-1２0 117.６64 3.8 ５.１7 11.03 8.66IPE－１20 12０６4 4.4 6.３7 1３.21 10.４ＩＰE AＡ－140 １36．6 73 3.8 5.2 7 1２.８0 10.0５IＰE Ａ-140 1３7.4 73 3.8 5.6 7 13.３9 1０．5IＰE－140 1４0 73 4．7 6．9 7 １6.43 12.9 IＰE AA-１60 1５6．4 82 4 ５.6 7 15.６8 12.31 IPE Ａ－160 157 8２ 4.０ 5.９9 １6.1８12．7IPE-160 16０8２ 5.0 7.4 9 20.０9 １５.8 IPE AA-180 176.4 9１４.３６.2 9 １９．０3 14.94 IPＥA-180 17７91 4.3 6.5 9 19.58 １5.4ＩPE-180 １80 ９1 ５.3 8.０9 23.95 １8.８IPＥＡA-２00 196．4 100 ４．5 ６.7 12 2２.８7 １7.９5 IPＥ A-200 197 100 ４.５7.０１２23.4７18．4IPＥ－200 200 １０0 5.6 8.5 1２２8.48 ２2.4 IPＥ AＡ－2２０216.4 1１0 ４.7 7．4 12 26.9９21．19 ＩPＥＡ-220 21７110 ５.0 ７.7 12 28.26 ２2．2ＩPE-2２0 220 １10 5.９9.2 １2 ３3.37 ２6.２IＰE AＡ-２40 236.4 1２0 4.8 ８15 31.７１24.89 ＩPＥA-24０23７120 ５.2 ８.3 15 33.31 26.２IPE-24０240 １２0 6.2 9．8 １5 ３9.12 30.7IPE AA / IPE Ａ／IＰE / ＩＰE O尺寸允许偏差h ｂs ｔ代号允许偏差代号允许偏差代号允许偏差代号允许偏差８０-120 ±2.0 80－１20 ±２.0 80－1２0 ±0.5 8０－１20 ±1.０140-１80+3.0－2.0140-１８0＋3.0－2.0140-270 ±0．７5 1４0－270 ±1.520０-400 ±3．0 20０-360 ±3．0 5０0-６０0 ±１．０50０-600 ±2.0 450-500 ±４.0 40０-60０±4．０————550-6０0 ±5.0 ——————2、热轧国标Ｈ型钢数据：型号尺寸(mm）型号尺寸(mｍ) H Ｘ B t１t２H X B t1 t２１00X100 １00Ｘ100 6 8100Ｘ5０１００X５0 5 71２5X125 １２５X125 ６.5 9 1２５X60 6 8 １50X１50 １50X150 7 1０150X75 5 7 175X１75 175X1７5 7．５１1 １75X90 5 82００X200 ２00X20０8 12 12５X6０１25X6０ 6 8 2００X20４12 12 １50X７５1５0X７5 5 7２50X２50 ２４4X252 11 1１１７5X9０１7５X９0 5 8 ２50X250 9 14200Ｘ1001９8X９9 ４.5 7 2５0X25５1４14 ２０0X100 5.５8３0０Ｘ３０0294Ｘ302 12 122５0Ｘ1２5248Ｘ124 ５８３０0X300 １0 １5 250X12５６9 300X305 １5 1５30０X１50298Ｘ1４９ 5.5 8350X350 33８Ｘ３5113 1３３00X1５0 ６.5 ９３44X348 1０16350X１7５346Ｘ174 6 ９350Ｘ3５0 1２１９35０X1７５7 １1350X3５7 1９１９４００Ｘ1５0 4０0X150 ８13400X4００388Ｘ4０2 15 15４00X200396X１99 7 １1394X398 11 18 4０0X200 8 13４0０X4０0 １3 ２１４5０X150450Ｘ15０9 14 ４00X408 ２1 21 446X199 8 12 414X405 18 28 ４50X２00 4５0Ｘ200 9 １4 ４28Ｘ407 20 35 5０0X1５0 5０0X150 10 16 4５８X417 ３０5０50０X２０0４９6X１99 9 14 4９8Ｘ４３２45 ７０5０0X２00 10 16500X500 492X４65 15 20 506X201 11 19 5０2X465 1５25600X200596X199 １0 15 5０2X470 20 ２５６00X20０１1 17１５０X10０1４8X100 6 ９60６X201 12 20200X150 1９4X150 6 ９７00X30０692Ｘ300 13 24２50X175 ２4４X17５7 11 700X3０0 １３2４300X2０0 294X200 ８１2800X300 7９２X３００１4 ２２3５0X250 340Ｘ２５0 9 14 800X3０0 14 26４００X300 390X３00 10 16９00X300 890Ｘ29９1５２34５0X300 44０X３0０11 １8 ９０0X３0０16 28500Ｘ３0048２Ｘ30０11 15 912Ｘ30２18 34 ４８8X３０0 11 1860０X300 58２X30０12 17 588X３00 12 ２０5９4X302 １4 ２3３、热轧国标工字钢数据型号尺寸 (mm) 截面面积（ｃm2）理论质量(kg/m) ｈ b d ｔr r110 100 6８ 4.５7.6 6.５ 3.4 １4.345 11.261 12 120 74 5.0 8.4 7．0 3.５17.818 １3.987 12.6 126 74 5.０８.4 7.0 3.5 18.1１8 14.2231４1４0 ８0 ５.５9．１7．5 ３.８２1.51６16.890 16 1６0 88 6．0 9.*9 8.0 4.０２６.１31 ２0.51３1８1８０９4 6.５10．7 8．5 4．３30.7５6 24．143 ２０a 2０0 10０7.0 11.4 ９．0 4．5 35.57８27．927 20ｂ２０0 １０2 9.０11.４9.0 ４.5 3９.５78 31.069 22a 220 110 7.5 １2.3 9．5 4.８42.1２８33.070 22b 220 1１2 9.5 12.3 ９.5 ４.８４６.５２8 36.524２5ａ250 116 8．0 １3．0 １0．０５．０４8.5４1 38.105 25b 250 11８10．0 １3.0 10.0 5．0 ５3.541 42．030 ２８a ２8０12２8.5 13.７10.5 5.３５5．４04 43.４92 ２8b 280 124 10.5 13.7 １0.5 ５.3 61．００4 ４7.8８8 30a ３0０1２6 9.０14.4 11．０５.5 ６1.25４48.084 30b 300 128 11.０14．4 11.0 5.5 ６７.2５4 52.794 30c ３０0 130 13.0 14．4 11.0 5.5 73.2５４57.5０4 32a 320 13０９.5 1５.0 1１．５ 5.8 67.５１６52.７17 32b ３2０１3２１1．５15.0 11．5 5．8 73.5５6 ５7.7４1 32c 320 134 13．５15.０11.5 5.８79．9５6 62.７65 36a 360 13６10．０15.8 １2.０ 6.0 ７6.4８0 6０.037 36b 3６0 １３８12．0 15．8 １2．0 6.0 8３.６80 65．689 ３6c 3６0 140 １4.0 １5.8 1２.0 6.0 90．8８0 71.341 40ａ4０0 1４2 1０.5 １6.5 １2.5 6.3 86.112 67.5984０b ４0０144 12.5 16．5 １2.5 6.3 94.1１2 7３．８7８40c 400 1４6 １4.5 16．5 １２.5 6．3 １0２.112 80．1５8 45a ４50 150 11．5 1８.0 13.5 6．8 1０２.1１2 ８0．４20 45b 450 １52 13．５18.0 13.5 6.8 111.446 ８７.4５8 ４5ｃ45０154 15.5 18.0 1３.5 ６．８120.4４６94.５5０56a 560 166 12.５2１.0 14.5 ７.3 １35．435 １06.３16 56b 5６０1６８１4．5 21．0 14.5 ７．3 146．６３5 １15.108 56c 560 1７0 １6.５21.0 １４.5 7.3 １57．8３５12３．９０0 63a ６３0 １76 13.0 2２.0 １５.0 7.5 １54.658 １2１.407 6３b 63０178 1５.0 22.０15.0 7．5 16７.２５8 １31.298 ６３c 630 180 17.０22.0 １5.０7.5 179.858 14１.１８94、欧洲H型钢标准ＨEＡ-IPBLACCORＤINＧTO PＲOＤUＣTIＯＮ: ＤＩN １025 / ＥN 1０03４, STEEＬQUAＬITY： DIN １７100 ／EN 100２5ＷＥIGHTDＩMEＮSＩONS ΔΙΑΤΟΜΗΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣkg/ ｍｍmｃm2 cm３h b s t F Wx Wy1０0 １6,70０96 10０5,０8，0 ２1,２72,8 ２６,8 120 19，9０0 １１４120 5,0 ８,0 ２５,3 106,0 3８，5 14０24,700 13３14０5,5 8，5 ３1，4 155,０5５,６１６0 30，4０0152 160 ６，0 9,0 3８，８２20,0 76,9 1８0 ３5,5０0 １７1１80 6，09,５45,3 29４，0103,9 200 42,3０0190 20０６,510,0 53,８389，０13４，0 ２20 ５0,500 ２10 220 7,0 11,0 ６4，3 5１5,0178,0 24０60,3002３0２40 7,5 12,0 7６,8 6７5,0 231,0 26068,２00 ２5０２６０7，5 １2,58６,８83６,0 282，0 28076,４０0 270 280 8,0 13,097,3 １010,0 3４0,0３00 8８,300 290300 8,5 １4,0１1２,０126０，0４２1,０3２0 97,60０3１03０0 9,015，5 124，0 1480,0466,034０1０５，000３3030０９,５1６,5 1３３，０ 16８0，0 4９6，0360１12,000 ３50 30０1０，0 １7，５143,0 １89０,0 5２６，0４０0125,000 39０3０011,０1９,0 15９,０2３10,0 ５71,０450 140,00０440 300 11,５21,0 17８,0 2９00,0 631,0 5０0155,0０0 ４９0 300 1２,0 23,0 198,０35５0,０６91,０５50 １6６,0０0540 ３00 12,5 24,0 ２１2,04150,072１，06００178,００0 5９0 30０13，0 25,0 226,0 4790，０751，0 650190,０0０640 300 13,5 2６,0 242,0 ５47０,0782,0 700 204，０00 ６90300 14,５27,0２６０,０６２４０,0 812,0 ８０0 224,00０790 ３0015，０28,０２８6,0 768０,0 843，０900 ２5２,０00890 30０16,0 ３０,０320,0 ９480,09０3,０1000 272,00０99０３00 16，5 31,0 34７,0 １1１90,0 9３4,0ＨEB (IPB)ACCＯRDING TＯＰＲODUCTION:DIＮ 1０２5 / EＮ 1003４, STEEL QUALITY: DIＮ 17１0０ / EN 10025WEＩＧHＴDIＭEＮＳIONSΔΙΑΤΟΜΗΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣkｇ／mmm cｍ2 cｍ3h b s t ＦＷx Wy 100 2０,400 1０0 １006，0 10,0 26,０89，９33，5 120 ２６,７00 12０120 ６，5 11，０３4,0 1４4,052,9１40 ３3,700 14０140 ７,0 １２,0 4３,021６，0 ７8,5 160 42,6００1６０16０８,0 13,0 54,3 311,0 111,0 180 ５1，2００180 180 ８,５14,0 65，3 ４2６，0 1５1,０2006１,300 ２0０２00 ９,0 15,0 78,１570，0 2０0，0 22０7１,５0０２2０22０９,5 16,0 9１，0７３6,0 258,0 2４0 8３,２00 240240 1０,0 17,0 １0６，0 938，0 327,0 260 ９3,000 ２６０260 1０，0 １7,5 118，01150，0 395，028０10３,０00２８0 ２80 １０,518，０1３１,0 1380，0471,030０117,０00 3００3０0 1１，0 19，0 1４９,０１680,０57１,0 32０127,000 3203０0 1１,５20,5 16１,0 １9３0,０６１6,0３４0 134,00０340 300 12,021,５1７1，0 216０,0 646,0 ３60 142,00０3６0300 12,5 2２，5 18１,0 2400,0 6７6，0 400 155,000 4０03０0１3,52４，0198，０288０,0 721,0450 1７1,000450３0014,0 26，0 218,0 3550,0 7８1，05００１8７,０005０0 ３001４,528，0 239,０429０,0８42,0５5０19９,０00 55０３00 15,０29，０2５4,0 497０，0872,0 600 212,00０6０0 300 １5,5 30,0 2７０,0 ５700,0 ９０２,0６5０２2５,0006５0 3０0１6,０３1，０286,０6４80,0 932,0700 241,000 70０3001７,0 32，03０6,07３40,0 963,0 800262,０00 8０0 30017,5 33,0 334,０8９80,0 99４，090029１,0００９00 300 18,５３5，037１,0 １09８0,0 105０,01000314,0001０00 300 19,0 36,0 400,0 １289０，01090,0５、欧洲工字钢标准(IPE BEAＭS)ＣＣORDＩNG TO PRODUCTION： DIN １02５ / EＮ 10０34, SＴEEL QUALIＴＹ:DIＮ 17100 / EＮ１002５WEIGＨT DＩMENSIONSΔΙΑΤΟΜΗΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣkg / ｍmm cm2 cｍ3h b s t ＦＷx Ｗｙ80 6，００080 46 3,8５,2 7,6420,０3,69 100 8,1001005５4,1 5,7１0,3034,2 ５，79 1２0１0,4０0 12０64 4,4 6,3 13,20 53,０8,65 14０12,900 1407３4，７６,9 16,4０77，3 １2，３0 160 15,800 1６0 ８2５,０７,4 20,10 109,0１6,70 180 18,8００180 91 5，38，０2３,90146，０２2,20 200 22,4００2００100 5,6 8,52８,50194,０2８,50 220 26,２０02２0 １10 5，9 ９,2 3３,40 25２，0 ３7,3０240 ３０,70０２4０１20 6，2 9,8３9,10324,０47，３0 27０3６,1０0 2７0 135 6,6 10,2 45,90 429,0 ６2，２０30042，20０300 15０7,1 1０,7 53,８0 ５５7，０80，５0 33０49,10０３３0 160 7,5 1１,５6２,６0713,0９8,50３60 ５７,100 360 １708,0１2,7 7２,７０９04,０１23,００40０６6,300 400 180 8,6 １3,５84,501160，0 1４6,00 45０77,600450 190 9,4 1４,6 9８,８０1５0０,0 176,00 500 ９0,7０0 ５0020０１0,2 16,01１6,00 １９30，０ 2１４,00 550 １06，000 5５0 21０11,117，２1３4,00 2４40,0 254，00 600 122,000 60０2２0 1２,01９，0１56,０0 ３07０,0 30８,０06、欧洲槽钢标准（UＰN-ＢEAMS）UＰN－ＢEAMSACCＯRDINGTO PRODUＣTION: DＩN 1026ﻫSTEEL QUALITＹ:DIN 17100 / EN１0025WEIGHTkg/ mＤIMENＳＩOＮＳ(ｍm)ΔΙΑΤΟΜΗ(cm2)ΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣ（cｍ３)h b s t F WｘWy3０x15 1,7４0 30 1５4,0 4,5 2，2１1，6９0，39 40 x2０２,870 40 ２０5，0 ５,5 3,6６3,７９0，86 ４0x35 ４，８70 4０35 5,0 ７,０6,21 7,05 3,０8 50 x 25 3，860 ５０2５5，0 6，0 4，92 ６,7３1,48 50 x ３8 5,590 50 38 5,０7,0 7，12 10,6０3,7５60 x30 5,０70 ６0 ３0 6,0 ６,0 ６,46 10，5０２,１６65 x 42 7,０90 6５４2 5,５7，５9,03 17,70 ５,0780 8，64０80 4５6,0 8,0 1１,０0 2６,50 6,36100 10,60０１00 ５0 6,0 8,5 １3，50 ４1,２０８,49 1２0 １３,400 1２0 5５7，0 9,0 17,０0 60,7０１１,１０14０１6,000 １40 60 7,0 10,０２0,4０86,40 14，80 160 1８,８０0 １60 65 7,５10，５24,００11６,00 18,3０１80 22,000 １80 7０8，0 1１,0 2８,00 1５0,０0 2２,40 ２０0 ２5，3０0 200 75 8,5 11，5 32，20 191,00 27,0０2２０2９，400 220 80 ９,0 12,５37,4０2４5,00 33,60 240 ３3，２00 ２40 ８５９,5 13，0 42，30 ３０0，00 39,６０26０3７，900 260 ９0 10,0 １4,０４8，30 ３７１，00 47,7０2８0 4１,80０２80 95 10，0 1５,０53,30 44８,０0 57,20 ３０0 4６，20０3０0 100 １0，0 16,0 5８，８０535，00 67,８0 32０59,50０3２0 1０0 14,0 17,5 75，８0 679,00 ８0,６0 350 60,600 350 1０0 1４,0 16,０77,３0 734,０0 7５,0０400 71,8０0 4０0 110 14,0 18,0 91,５0 10２０，０102,０07、宝钢企业标准【产品牌号及标准】宝钢企业标准相当国际标准说明标准号牌号标准号牌号热轧低碳钢Q/ＢQB 302ＳＰHCＳＰHDﻫＳPHEJＩS G3131SPHCSPHDＳPHＥ适用于制造冷成型加工的零件。
工字钢尺寸规格表
工字钢规格表及工字钢理论重量表工字钢也称钢梁，是截面为工字形的长条钢材。
其规格以腰高( h)*腿宽(b)*腰厚(d)的毫数表示，如“工160*88*6”，即表示腰高为160毫米，腿宽为88毫米，腰厚为6毫米的工字钢。
工字钢的规格也可用型号表示，型号表示腰高的厘米数，如工16#。
腰高相同的工字钢，如有几种不同的腿宽和腰厚，需在型号右边加a b c 予以区别，如32a# 32b# 32c#等。
工字钢分普通工字钢和轻型工字钢，热轧普通工字钢的规格为10-63#。
经供需双方协议供应的热轧普通工字钢规格为12-55#。
工字钢广泛用于各种建筑结构、桥梁、车辆、支架、机械等。
品名型号明细规格理论重量工字钢10# 100*63*4.5 11.261工字钢12# 120*74*5.0 13.987工字钢14# 140*80*5.5 16.89工字钢16# 160*88*6.0 20.513工字钢18# 180*94*6.5 24.143工字钢20#A 200*100*7.0 27.929工字钢20#B 200*102*9.0 31.069工字钢22#A 220*110*7.5 33.07工字钢22#B 220*112*9.5 36.542工字钢25#A 250*116*8.0 38.105工字钢25#B 250*118*10.0 42.03工字钢28#A 280*122*8.5 43.492工字钢28#B 280*124*10.5 47.888工字钢30#A 300*126*9.0 48.084工字钢30#B 300*128*11.0 52.794工字钢30#C 300*130*13 57.504工字钢尺寸规格表工字钢理论重量表型号高度*脚宽*腰厚理重10 100*68*4.5 11.261 12 120*74*5 13.987 14 140*88*6 20.513 18 180*94*6.5 24.143 20a 200*100*7 27.929 20b 200*102*9 31.069 22a 220*110*7.5 33.0722b 220*112*9.5 38.10525b 250*118*10 42.0328a 280*122*8.5 43.49228b 280*124*10.5 47.88830a 300*126*9 48.08430b 300*128*11 52.794 30c 300*130*13 52.717 32b 320*132*11.5 57.74132c 320*134*13.5 62.76536a 360*136*10 60.037 36b 360*138*12 65.689 36c 360*140*14 71.341 40a 400*142*10.5 67.59840b 400*144*12.5 73.87840c 400*146*14.5 80.15845a 450*150*11.5 80.4245b 450*152*13.5 87.48545c 450*154*15.5 94.5556a 560*166*12.5 106.316 56b 560*168*14.5 115.108 56c 560*170*16.5 123.963a 630*176*13 121.407 63b 630*178*15 131.298 63c 630*180*17 141.189。
1IPE欧标工字钢
IPE A 160 IPE 160
12,7 689,3 87,81 99,09 6,53 15,8 869,3 108,7 123,9 6,58
7,80 54,43 13,27 20,70 9,66 68,31 16,66 26,10
1,83 26,34 1,96 1,84 30,34 3,60
3,09 1 1 1 1 3 4 ✔ ✔ ✔ 3,96 1 1 1 1 1 2 ✔ ✔ ✔
IPE A 140 IPE 140
10,5 434,9 12,9 541,2
63,30 71,60 5,70 77,32 88,34 5,74
6,21 36,42 9,98 15,52 7,64 44,92 12,31 19,25
1,65 23,20 1,36 1,65 26,70 2,45
1,58 1 1 1 1 2 3 ✔ ✔ ✔ 1,98 1 1 1 1 1 2 ✔ ✔ ✔
IPE A 120 IPE 120
8,7 257,4 10,4 317,8
43,77 49,87 4,83 52,96 60,73 4,90
5,41 22,39 7,00 10,98 6,31 27,67 8,65 13,58
1,42 22,20 1,04 1,45 25,20 1,74
0,71 1 1 1 1 1 2 ✔ ✔ 0,89 1 1 1 1 1 1 ✔ ✔ ✔
29,4 222
112
3,3
4,2
3,8
5,2
3,6
4,7
4,1
5,7
3,8
5,1
4,4
6,3
3,8
5,6
4,7
6,9
4
5,9
工字钢尺寸规格表
工字钢尺寸规格表工字钢是一种常用的构件材料，具有强度高、耐腐蚀等特点，广泛应用于建筑、桥梁、船舶等行业。
在选用工字钢时，需要了解不同规格的尺寸参数，以保证选择合适的材料。
工字钢尺寸参数介绍工字钢的尺寸参数通常指其截面形状和尺寸。
截面形状有工字形、无边钢、板材等多种，其中工字形工字钢是应用最为广泛的一种。
下面列出了一些常见的工字形工字钢的尺寸参数：型号b(mm) h(mm) d(mm) t1(mm) t2(mm)5# 50 37 4.5 5 56.3# 63 40 4.8 5.2 5.28# 80 43 5 5 5.510# 100 48 5.3 5.5 612# 120 53 5.5 6 6.514# 140 58 6 6.5 716# 160 63 6.5 7 818# 180 68 7 7.5 8.520# 200 73 7 8 9其中，b表示工字钢的宽度，h表示工字钢的高度，d表示工字钢的腰板厚度，t1表示工字钢的翼缘厚度，t2表示工字钢的腰板厚度。
工字钢适用范围不同尺寸的工字钢适用于不同的场合。
一般来说，工字钢的尺寸越大，承受强度也就越大。
下面是一些常见的工字钢适用范围：•5#工字钢适用于少量和轻载的场合，如门式起重机和小型机器人等。
• 6.3#工字钢适用于中等长度和重载的场合，如桁架等。
•8#工字钢适用于中等长度和较重载的场合，如大型起重机的梁等。
•10#工字钢适用于中等长度和重载的场合，如桥梁等。
•12#工字钢适用于大跨度和超重载的场合，如大型起重机的桥架、高炉炉架等。
•14#工字钢适用于极大跨度和超大重载的场合，如大型设备的承重构件等。
•16#、18#、20#工字钢适用于大型建筑和桥梁等高强度、大承载力的场合。
工字钢的加工与应用工字钢的加工方式一般包括切割、焊接、弯曲等。
在应用过程中，需根据具体场合选用合适尺寸的工字钢，并采取合适的连接方式，如螺栓连接或焊接等，以确保构件的承载能力和安全性。
欧标型钢规格重量表
欧标不等边角钢欧标槽钢欧标轻型槽钢矩形钢管理论重量计算方法：（边长+边长）×2×壁厚×0.00785×长度圆钢规格重量表工字钢规格重量表槽钢规格重量表常用材料和构件的自重❖1.木材（kN/m3）2.胶合板材（kN/m2）3.金属矿产（kN/m3）4.土、砂、砂砾、岩石（kN/m3）5.砖（kN/m3）6.石灰、水泥、灰浆及混凝土（kN/m3）7.沥青（kN/m3）8.杂项（kN/m3）9.食品（kN/m3）10.砌体（kN/m3）11．隔墙与墙面（kN/m2）12.屋架、门窗（kN/m2）13.屋顶（kN/m2）14.顶棚（kN/m2）15.地面（kN/m2）16.建筑用压型钢板（kN/m2）材料基本性质常用名称及代号【信息时间：2010/8/9 阅读次数：338】【我要打印】【关闭】❖材料基本性质常用名称及代号❖密度质量密度孔隙率强度含水率重量吸水率体积吸水率软化系数渗透系数抗冻标号抗渗等级导热系数热阻比热蓄热系数蒸气渗透系数吸声系数热流量热流[量]密度热惰性密度代号ρ公式ρ=m/V常用单位g/cm3说明m：材料干燥状态下的重量(g) V：辑料绝对密实状态下的体积(cm3) 质量密度代号ρ0公式ρ0= m/V1常用单位g/cm3说明m：材料的重量(g)V1：材料在自然状态下的体积(cm3) 孔隙率代号ξ公式常用单位％说明计算松散状态的颗粒之间的V为颗粒体积，为松散体积强度代号ƒ公式=P/A>常用单位MPa(N/mm2)说明P：破坏时的重力(N)A：受力面积(mm2) 含水率代号W 公式m水/m 常用单位％说明m水：材料中所含水重(g)m：材料干燥重量(g) 重量吸水率代号B重公式常用单位％说明m：材料干燥重量(g)m1：材料吸水饱和状态下的重量(g) 体积吸水率代号B体公式常用单位％说明V1：材料在自然状态下的体积(cm3)m、m1、ρο同上软化系数代号Ψ公式Ψ=ƒ1/ ƒ0常用单位说明ƒ1：材料在水饱和状态下的抗压强度／mm2) ƒ：材料在干燥状态下的抗压强度(MPa或N／mm2) 渗透系数代号K 公式常用单位说明Q/A：单位时间内渗过材料试件单位面积的水量H/L：压力水头和渗透距离(试件厚度的比值) 抗冻标号代号Dx 公式常用单位说明材料在-15℃以下冻结，反复冻融后重量损失≤5%，强度损失≤25％的冻融次数抗渗等级代号S公式常用单位说明试件能承受的最大水压力值导热系数代号λ公式常用单位W/m·K (kcal/m·h·℃)说明物体淳1m，两表面温差1℃对，lh通过1m2围护结构表面积的热量热阻代号R公式常用单位m2·K/W (m2·h·℃/kcal)说明室外温差为l℃，使1kcal热量通过1m2围护结构表面积的热量比热代号 c公式c＝Q／P(t1-t2)常用单位kJ·K(kcal／kg·℃)说明Q：加热于物体所耗热量(Kj)P：材料重量(kg)t1-t2，物体加热前后的温度差蓄热系数代号S公式常用单位W/m2·K说明表面温度波动l℃时，在lh内，1m2围护结构表面吸收和散发的热量蒸气渗透系数代号μ公式常用单位g/m·h·mmHg说明材料厚1m，两侧水蒸气分压力差为1mmHg时，1h经过1m2表面积扩散的水蒸气量吸声系数代号 a公式常用单位％说明材料吸收声能与入射声能的比值热流量代号Q公式常用单位说明单位时间内自某物体传出和传入的热量热流[量]密度代号q公式常用单位W／m2 说明垂直于热流方向的单位面积的热流量热惰性代号 D公式常用单位注：常用单位中的（）为习用非法定单位。