常用钢材理论重量表

常常用用钢钢材材理理论论重重量量表表名名称称规规格格Kg/MKg/M名名称称规规格格Kg/MKg/M名名称称规规格格Kg/MKg/M名名称称规规格格Kg/M2Kg/M2名名称称规规格格Kg/MKg/M名名称称 规规格格Kg/MKg/M工工字字钢钢工工101011.21611.216槽槽钢钢5 55.4405.440角角钢钢2542541.4591.459钢钢板板=1=17.8507.850H H型型钢钢15015071015015071031.9031.90钢钢管管Dg15Dg151.2601.260工工121213.98713.9876.36.36.6346.6343043041.7861.786=1.5=1.511.78011.78020020081220020081250.5050.50Dg20Dg201.6301.630工工12.612.614.22314.2238 88.0458.0454044042.4222.422=2=215.70015.700248124582481245825.8025.80Dg25Dg252.4202.420工工141416.89016.890101010.00710.0075055053.7003.700=2.5=2.519.63019.630250125692501256929.7029.70Dg32Dg323.1303.130工工161620.51320.513121212.05912.0595065064.4654.465=3=323.55023.55025025091425025091472.4072.40Dg40Dg403.8403.840工工181824.14324.14312.612.612.31812.3185655654.2514.251=4=431.40031.4002502551414250255141482.2082.20Dg50Dg504.8804.880工工20a20a27.92927.92914a14a14.53514.5356066065.4205.420=5=539.25039.25029420081229420081257.3057.30Dg70Dg706.6406.640工工20b20b31.06931.06914b14b16.73316.7336356354.8224.822=6=647.10047.1002943021212294302121285.0085.00Dg80Dg808.3408.340工工22a22a33.07033.07016a16a17.24017.2406366365.7215.721=8=862.80062.8003001506.593001506.5937.3037.30Dg100Dg10010.85010.850工工22b22b36.52436.524161619.75219.7527067066.4066.406=10=1078.50078.5003003001015300300101594.5094.50Dg125Dg12515.04015.040工工24a24a37.47737.47718a18a20.17420.1747077077.3987.398=12=1294.20094.20030030515153003051515106.00106.00Dg150Dg15017.81017.810工工24b24b41.24541.245181823.00023.0007087088.3738.373=14=14109.900109.90034025091434025091479.7079.70镀镀锌锌管管Dg15Dg151.3101.310工工25a25a38.10538.10520a20a22.63722.6377567566.9056.905=16=16125.600125.60034434810163443481016115.00115.00Dg20Dg201.7001.700工工25b25b42.03042.03021a21a25.77725.7777587589.0309.030=18=18141.300141.30035017571135017571150.0050.00Dg25Dg252.5302.530工工28a28a43.49243.49222a22a24.99924.9998068067.3767.376=20=20157.000157.00039030010163903001016107.00107.00Dg32Dg323.2703.270工工28b28b47.88847.888222228.45328.4538088089.6589.658=22=22172.700172.70039619971139619971156.7056.70Dg40Dg404.0104.010工工30a30a48.08448.08424b24b30.62830.6288010801011.87411.874=25=25196.300196.30040020081340020081366.0066.00Dg50Dg505.1005.100工工30b30b52.79452.79425a25a27.41027.4109069068.3508.350=28=28219.800219.80044030011184403001118124.00124.00Dg70Dg706.9306.930工工30c30c57.50457.50425b25b31.33531.33590890810.94610.946=30=30235.500235.50045020091445020091476.5076.50Dg80Dg808.7108.710工工32a32a52.71752.71725c25c35.26035.2609010901013.47613.476=32=32251.200251.20048230011154823001115115.00115.00Dg100Dg10011.34011.340工工32b32b57.74157.74128a28a31.42731.4279012901215.94015.940=36=36282.600282.60048830011184883001118129.00129.00Dg150Dg15018.61018.610工工32c32c62.76562.76528b28b35.82335.823100610069.3669.366名名称称规规格格菱菱形形5002001016500200101689.6089.60螺螺纹纹钢钢12120.8880.888工工36a36a60.03760.03728c28c40.21940.2191008100812.27612.276Kg/M2Kg/M258230012175823001217137.00137.0014141.2101.210工工36b36b65.68965.68930a30a34.46334.463100101001015.12015.120花花纹纹板板=2.5=2.521.60021.60058830012205883001220151.00151.0016161.5801.580工工36c36c71.34171.34130b30b39.17339.173100121001217.89817.898=3=325.60025.6005961991015596199101595.1095.1018182.0002.000工工40a40a67.59867.59830c30c43.88643.8861108110813.53213.532=3.5=3.529.50029.50060020011176002001117106.00106.0020202.4702.470工工40b40b73.87873.87832a32a38.08838.088110101101016.69016.690=4=433.40033.40070030013247003001324185.00185.0022222.9802.980工工40c40c80.15880.15832b32b43.10743.107110121101219.78219.782=4.5=4.537.30037.30070030013247003001324185.00185.0025253.8503.850工工45b45b87.48587.48532c32c48.13148.1311258125815.50415.504=5=542.30042.300钢钢轨轨38K38K38.7338.7328284.8304.830工工45c45c94.55094.55036a36a47.81447.814125101251019.13319.133=5.5=5.546.20046.20043K43K44.6544.6532326.3106.310工工56b56b115.108115.10836b36b53.46653.466125121251222.69622.696=6=650.10050.10050K50K51.5151.5136367.9907.990工工56c56c123.900123.90036c36c59.11859.118140101401021.48821.488=8=866.80066.800QU80QU8063.6963.6940409.8709.870工工63b63b131.298131.29840a40a58.92858.928140121401225.52225.522名名称称规规格格扁扁豆豆形形钢钢材材理理论论重重量量简简易易计计算算方方法法工工63c63c141.189141.18940b40b65.20465.204140141401429.49029.490Kg/M2Kg/M2圆圆钢钢：每每米米重重量量（KgKg）=.00617=.00617直直径径直直径径40c40c71.48871.488140161401633.39333.393花花纹纹板板=2.5=2.522.60022.600方方管管：每每米米重重量量（KgKg）=.00785=.00785边边宽宽边边宽宽线线材材6.56.50.2600.260圆圆钢钢25253.8503.850160121601229.39129.391=3=326.60026.600六六角角钢钢：每每米米重重量量（KgKg）=.0068=.0068对对边边直直径径对对边边直直径径880.3950.39530305.5505.550160141601433.98733.987=3.5=3.530.50030.500八八角角钢钢：每每米米重重量量（KgKg）=.0065=.0065对对边边直直径径对对边边直直径径圆圆钢钢10100.6170.61732326.3106.310160161601638.51838.518=4=434.40034.400螺螺纹纹钢钢：每每米米重重量量（KgKg）=.00617d0=.00617d0直直径径d0d0直直径径12120.8880.88836367.9907.990180141801430.58930.589=4.5=4.538.30038.300*角角钢钢：每每米米重重量量（KgKg）=.00785=.00785（边边宽宽边边宽宽边边厚厚）边边厚厚14141.2101.21040409.8709.870180161801643.54243.542=5=542.30042.300扁扁钢钢：每每米米重重量量（KgKg）=.00785=.00785厚厚度度边边宽宽16161.5801.580424211.99011.990180181801848.63448.634=5.5=5.546.20046.200无无缝缝钢钢管管：每每米米重重量量（KgKg）=.02466=.02466壁壁厚厚（外外经经壁壁厚厚）18182.0002.000454512.48012.480200162001648.68048.680=6=650.10050.100接接缝缝钢钢管管：每每米米重重量量（KgKg）=.02466=.02466壁壁厚厚（外外经经壁壁厚厚）20202.4702.470484814.21014.210200182001854.40154.401=8=865.80065.800中中厚厚钢钢板板：每每米米m2m2 重重量量（KgKg）=.00785=.00785厚厚度度22222.9802.980505015.42015.420200202002060.05660.056=8=865.80065.800薄薄钢钢板板：每每米米m2m2 重重量量（KgKg）=.00786=.00786厚厚度度24243.5503.550565619.30019.300200242002471.16871.168常用钢材理论重量表名称规格Kg/M名称规格Kg/M名称规格Kg/M名称规格Kg/M2名称规格Kg/M名称规格工字钢1011.216槽钢55.440角钢2541.459钢板=17.850H型钢15015071031.90钢管Dg15工字钢1213.987槽钢6.36.634角钢3041.786钢板=1.511.780H型钢20020081250.50钢管Dg20工字钢12.614.223槽钢88.045角钢4042.422钢板=215.700H型钢2481245825.80钢管Dg25工字钢1416.890槽钢1010.007角钢5053.700钢板=2.519.630H型钢2501256929.70钢管Dg32工字钢1620.513槽钢1212.059角钢5064.465钢板=323.550H型钢25025091472.40钢管Dg40工字钢1824.143槽钢12.612.318角钢5654.251钢板=431.400H型钢250255141482.20钢管Dg50工字钢20a27.929槽钢14a14.535角钢6065.420钢板=539.250H型钢29420081257.30钢管Dg70工字钢20b31.069槽钢14b16.733角钢6354.822钢板=647.100H型钢294302121285.00钢管Dg80工字钢22a33.070槽钢16a17.240角钢6365.721钢板=862.800H型钢3001506.5937.30钢管Dg100工字钢22b36.524槽钢16b19.752角钢7066.406钢板=1078.500H型钢300300101594.50钢管Dg125工字钢24a37.477槽钢18a20.174角钢7077.398钢板=1294.200H型钢3003051515106.00钢管Dg150工字钢24b41.245槽钢18b23.000角钢7088.373钢板=14109.900H型钢34025091479.70镀锌管Dg15工字钢25a38.105槽钢20a22.637角钢7566.905钢板=16125.600H型钢3443481016115.00镀锌管Dg20工字钢25b42.030槽钢21a25.777角钢7589.030钢板=18141.300H型钢35017571150.00镀锌管Dg25工字钢28a43.492槽钢22a24.999角钢8067.376钢板=20157.000H型钢3903001016107.00镀锌管Dg32工字钢28b47.888槽钢2228.453角钢8089.658钢板=22172.700H型钢39619971156.70镀锌管Dg40工字钢30a48.084槽钢24b30.628角钢801011.874钢板=25196.300H型钢40020081366.00镀锌管Dg50工字钢30b52.794槽钢25a27.410角钢9068.350钢板=28219.800H型钢4403001118124.00镀锌管Dg70工字钢30c57.504槽钢25b31.335角钢90810.946钢板=30235.500H型钢45020091476.50镀锌管Dg80工字钢32a52.717槽钢25c35.260角钢901013.476钢板=32251.200H型钢4823001115115.00镀锌管Dg100工字钢32b57.741槽钢28a31.427角钢901215.940钢板=36282.600H型钢4883001118129.00镀锌管Dg150工字钢32c62.765槽钢28b35.823角钢10069.366名称规格菱形H型钢500200101689.60螺纹钢12工字钢36a60.037槽钢28c40.219角钢100812.276Kg/M2H型钢5823001217137.00螺纹钢14工字钢36b65.689槽钢30a34.463角钢1001015.120花纹板=2.521.600H型钢5883001220151.00螺纹钢16工字钢36c71.341槽钢30b39.173角钢1001217.898花纹板=325.600H型钢596199101595.10螺纹钢18工字钢40a67.598槽钢30c43.886角钢110813.532花纹板=3.529.500H型钢6002001117106.00螺纹钢20工字钢40b73.878槽钢32a38.088角钢1101016.690花纹板=433.400H型钢7003001324185.00螺纹钢22工字钢40c80.158槽钢32b43.107角钢1101219.782花纹板=4.537.300H型钢7003001324185.00螺纹钢25工字钢45b87.485槽钢32c48.131角钢125815.504花纹板=542.300钢轨38K38.73螺纹钢28工字钢45c94.550槽钢36a47.814角钢1251019.133花纹板=5.546.200钢轨43K44.65螺纹钢32工字钢56b115.108槽钢36b53.466角钢1251222.696花纹板=650.100钢轨50K51.51螺纹钢36工字钢56c123.900槽钢36c59.118角钢1401021.488花纹板=866.800钢轨QU8063.69螺纹钢40工字钢63b131.298槽钢40a58.928角钢1401225.522名称规格扁豆形钢材理论重量简易计算方法工字钢63c141.189槽钢40b65.204角钢1401429.490Kg/M2圆钢：每米重量（Kg）=.00617直径直径槽钢40c71.488角钢1401633.393花纹板=2.522.600方管：每米重量（Kg）=.00785边宽边宽线材6.50.260圆钢253.850角钢1601229.391花纹板=326.600六角钢：每米重量（Kg）=.0068对边直径对边直径线材80.395圆钢305.550角钢1601433.987花纹板=3.530.500八角钢：每米重量（Kg）=.0065对边直径对边直径圆钢100.617圆钢326.310角钢1601638.518花纹板=434.400螺纹钢：每米重量（Kg）=.00617d0直径d0直径圆钢120.888圆钢367.990角钢1801430.589花纹板=4.538.300*角钢：每米重量（Kg）=.00785（边宽边宽边厚）边厚圆钢141.210圆钢409.870角钢1801643.542花纹板=542.300扁钢：每米重量（Kg）=.00785厚度边宽圆钢161.580圆钢4211.990角钢1801848.634花纹板=5.546.200无缝钢管：每米重量（Kg）=.02466壁厚（外经壁厚）圆钢182.000圆钢4512.480角钢2001648.680花纹板=650.100接缝钢管：每米重量（Kg）=.02466壁厚（外经壁厚）圆钢202.470圆钢4814.210角钢2001854.401花纹板=865.800中厚钢板：每米m2 重量（Kg）=.00785厚度圆钢222.980圆钢5015.420角钢2002060.056花纹板=865.800薄钢板：每米m2 重量（Kg）=.00786厚度圆钢243.550圆钢5619.300角钢2002471.168花纹板Kg/M1.2601.6302.4203.1303.8404.8806.6408.34010.85015.04017.8101.3101.7002.5303.2704.0105.1006.9308.71011.34018.6100.8881.2101.5802.0002.4702.9803.8504.8306.3107.9909.870每米重量（Kg）=.00617直径直径每米重量（Kg）=.00785边宽边宽每米重量（Kg）=.0068对边直径对边直径每米重量（Kg）=.0065对边直径对边直径每米重量（Kg）=.00617d0直径d0直径每米重量（Kg）=.00785（边宽边宽边厚）边厚每米重量（Kg）=.00785厚度边宽每米重量（Kg）=.02466壁厚（外经壁厚）每米重量（Kg）=.02466壁厚（外经壁厚）