钢材重量自动计算表

1、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工字钢工1011.216槽钢55.440角钢2541.459工1213.9876.36.6343041.786工12.614.22388.0454042.422工1416.8901010.0075053.700工1620.5131212.0595064.465工1824.14312.612.3185654.251工20a27.92914a14.5356065.420工20b31.06914b16.7336354.822工22a33.07016a17.2406365.721工22b36.5241619.7527066.406工24

2、a37.47718a20.1747077.398工24b41.2451823.0007088.373工25a38.10520a22.6377566.905工25b42.03021a25.7777589.030工28a43.49222a24.9998067.376工28b47.8882228.4538089.658工30a48.08424b30.628801011.874工30b52.79425a27.4109068.350工30c57.50425b31.33590810.946工32a52.71725c35.260901013.476工32b57.74128a31.427901215.940工

3、32c62.76528b35.82310069.366工36a60.03728c40.219100812.276工36b65.68930a34.4631001015.120工36c71.34130b39.1731001217.898工40a67.59830c43.886110813.532工40b73.87832a38.0881101016.690工40c80.15832b43.1071101219.782工45b87.48532c48.131125815.504工45c94.55036a47.8141251019.133工56b115.10836b53.4661251222.696工56c1

4、23.90036c59.1181401021.488工63b131.29840a58.9281401225.522工63c141.18940b65.2041401429.49040c71.4881401633.393线材6.50.260圆钢253.8501601229.39180.395305.5501601433.987圆钢100.617326.3101601638.518120.888367.9901801430.589141.210409.8701801643.542161.5804211.9901801848.634182.0004512.4802001648.680202.47048

5、14.2102001854.401222.9805015.4202002060.056243.5505619.3002002471.168工字钢槽钢角钢法法兰兰重重量量公公式式净重(公斤)外径内径厚度净重800055217.02（公斤）钢钢管管重重量量公公式式外径mm壁厚mm长度m净重16056114.68（公斤）钢钢板板重重量量公公式式长mm宽mm厚度mm重量（公斤）10001000539.25 钢钢材材理理论论重重量量计计算算公公式式名名称称单单位位计计算算公公式式计计算算举举例例圆钢盘条kgmw=0.006165d直径80mm的圆钢，求每米质量式中，d为直径(mm)每米质量=0.0061

6、780kg=39.488kg螺纹钢kgmW=0.00617d断面直径为12mm的螺纹钢，求每米质量式中，d为断面直径(mm)每米质量=0.00617x12kg=0.89kg方钢kgmW=0.00785d边宽30mm的方钢，求每米质量式中，d为边宽(MM)每米质量=0.0078530kg=7.07kg扁钢kgmW=0.00785db 边宽40mm、厚5mm的扁钢，求每米质量式中，d为边宽(mm)b为厚(mm)每米质量=0.00785405kg=1.57kg六角钢kgmW =0.006798d对边距离50mm的六角钢，求每米质量式中，d为对边距离(mm)每米质量=0.00679850kg=17kg

7、八角钢kgmW=0.006798d对边距离80mm的八角钢，求每米质量式中，d为对边距离(mm)每米质量: 0.0065 x 80kg=41.60kg等边角钢kgmW=0.00785d(2b-d)+0.215(R一2r)式中，b为边宽，d为边厚，R 为内弧_半径，r为端弧半径求4mmx20mm等边角钢的每米质量GB9787中查出4mm20mm等边角钢的R为3.5，r为1.2每米质量=0.007854(2204)+0.215(3.5一21.2)kg=1.15kg不等边角钢kgmw=0.00785d(B+6一d)+0.215(R一2r)求30rnm20mm x 4mm不等边角钢每米质量。从GB97

8、88中查出30 x 20 x 4不等边角钢的R为3.5，r为1.2式中，B为长边宽，b为短边, 宽，d为边厚，R为内弧半径,r为端弧半径每米质量=0.007854(30+204)+0.215(3.521.2)kg =1.46kg槽钢kgmw=0.00785hd+2t(b一d)+0.349(R一r2)求80mm43mm5mm的槽钢每米质量。从GB707中查出该槽钢t为8，R为8，r为4式中，h为高，b为腿长，d为腰厚，t为平均腿厚，R为内弧半径，r为端弧半径每米质量=0.00785805十28(435)+0.349(8-4)kg=8.04kg工字钢kgmw=0.00785hd+2t(b一d)+0

9、.8584(R一r)求250rnm118mm10mm的工字钢每米质量。从GB706中查出该工字钢t为13。R为10，r为5式中，h为高，b为腿长，d为腰厚，t为平均腿厚，R为内弧半径，r为端弧半径每米质量=0.0078525010+213 x(118一10)+0.8584(105)kg=42.2kg钢板kgmw=7.856厚度6mm的钢板，求每平方米的质量式中，6为厚每平方米质量=7.856kg=47.1kg钢管(包括无缝钢管及焊接钢管)kgmw=0.02466S(DS)外径60mm，壁厚4mm的无缝钢管，求每米质量每米质量=0.024664(60-4)kg: 5.52kg式中，D为外径，s为

10、壁厚不等边角钢kgm名称规格Kg/M2名称规格Kg/M名称规格Kg/M钢板=17.850H型90钢管Dg151.260=1.511.78020020081250.50Dg201.630=215.7002481245825.80Dg252.420=2.519.6302501256929.70Dg323.130=323.55025025091472.40Dg403.840=431.400250255141482.20Dg504.880=539.25029420081257.30Dg706.640=647.100294302121285.00Dg808.340=862.80

11、03001506.5937.30Dg10010.850=1078.500300300101594.50Dg12515.040=1294.2003003051515106.00Dg15017.810=14109.90034025091479.70镀锌管Dg151.310=16125.6003443481016115.00Dg201.700=18141.30035017571150.00Dg252.530=20157.0003903001016107.00Dg323.270=22172.70039619971156.70Dg404.010=25196.30040020081366.00Dg505.

12、100=28219.8004403001118124.00Dg706.930=30235.50045020091476.50Dg808.710=32251.2004823001115115.00Dg10011.340常用钢材理论重量表=36282.6004883001118129.00Dg15018.610名称规格菱形500200101689.60螺纹钢120.888Kg/M25823001217137.00141.210花纹板=2.521.6005883001220151.00161.580=325.600596199101595.10182.000=3.529.50060020011171

13、06.00202.470=433.4007003001324185.00222.980=4.537.3007003001324185.00253.850=542.300钢轨38K38.73284.830=5.546.20043K44.65326.310=650.10050K51.51367.990=866.800QU8063.69409.870名称规格扁豆形钢材理论重量简易计算方法Kg/M2圆钢：每米重量（Kg）=.00617直径直径花纹板=2.522.600方管：每米重量（Kg）=.00785边宽边宽=326.600六角钢：每米重量（Kg）=.0068对边直径对边直径=3.530.500八角

14、钢：每米重量（Kg）=.0065对边直径对边直径=434.400螺纹钢：每米重量（Kg）=.00617d0直径d0直径=4.538.300*角钢：每米重量（Kg）=.00785（边宽边宽边厚）边厚=542.300扁钢：每米重量（Kg）=.00785厚度边宽=5.546.200无缝钢管：每米重量（Kg）=.02466壁厚（外经壁厚）=650.100接缝钢管：每米重量（Kg）=.02466壁厚（外经壁厚）=865.800中厚钢板：每米m2 重量（Kg）=.00785厚度=865.800薄钢板：每米m2 重量（Kg）=.00786厚度钢板H型钢镀锌管钢钢材材理理论论重重量量计计算算公公式式计计算算举

15、举例例直径80mm的圆钢，求每米质量每米质量=0.0061780kg=39.488kg断面直径为12mm的螺纹钢，求每米质量每米质量=0.00617x12kg=0.89kg边宽30mm的方钢，求每米质量每米质量=0.0078530kg=7.07kg边宽40mm、厚5mm的扁钢，求每米质量每米质量=0.00785405kg=1.57kg对边距离50mm的六角钢，求每米质量每米质量=0.00679850kg=17kg对边距离80mm的八角钢，求每米质量每米质量: 0.0065 x 80kg=41.60kg求4mmx20mm等边角钢的每米质量GB9787中查出4mm20mm等边角钢的R为3.5，r为1.2每米质量=0.007854(2204)+0.215(3.5一21.2)kg=1.15kg求30rnm20mm x 4mm不等边角钢每米质量。从GB9788中查出30 x 20 x 4不等边角钢的R为3.5，r为1.2每米质量=0.007854(30+204)+0.215(3.521.2)kg =1.46kg求80mm43mm5mm的槽钢每米质量。从GB707中查出该槽钢t