钢材理论重量表大全(经典)

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名称规格Kg/M2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钢板=17.850H型90钢管Dg151.260工1213.9876.36.6343041.786=1.511.78020020081250.50Dg201.630工12.614.22388.0454042.422=215.7002481245825.80Dg252.420工1416.8901010.0075053.700=2.519.6302501256929.70Dg323.130工1620

2、.5131212.0595064.465=323.55025025091472.40Dg403.840工1824.14312.612.3185654.251=431.400250255141482.20Dg504.880工20a27.92914a14.5356065.420=539.25029420081257.30Dg706.640工20b31.06914b16.7336354.822=647.100294302121285.00Dg808.340工22a33.07016a17.2406365.721=862.8003001506.5937.30Dg10010.850工22b36.52416

3、19.7527066.406=1078.500300300101594.50Dg12515.040工24a37.47718a20.1747077.398=1294.2003003051515106.00Dg15017.810工24b41.2451823.0007088.373=14109.90034025091479.70镀锌管Dg151.310工25a38.10520a22.6377566.905=16125.6003443481016115.00Dg201.700工25b42.03021a25.7777589.030=18141.30035017571150.00Dg252.530工28a

4、43.49222a24.9998067.376=20157.0003903001016107.00Dg323.270工28b47.8882228.4538089.658=22172.70039619971156.70Dg404.010工30a48.08424b30.628801011.874=25196.30040020081366.00Dg505.100工30b52.79425a27.4109068.350=28219.8004403001118124.00Dg706.930工30c57.50425b31.33590810.946=30235.50045020091476.50Dg808.7

5、10工32a52.71725c35.260901013.476=32251.2004823001115115.00Dg10011.340工32b57.74128a31.427901215.940=36282.6004883001118129.00Dg15018.610工32c62.76528b35.82310069.366名称规格菱形500200101689.60螺纹钢120.888工36a60.03728c40.219100812.276Kg/M25823001217137.00141.210工36b65.68930a34.4631001015.120花纹板=2.521.6005883001

6、220151.00161.580工36c71.34130b39.1731001217.898=325.600596199101595.10182.000工40a67.59830c43.886110813.532=3.529.5006002001117106.00202.470工40b73.87832a38.0881101016.690=433.4007003001324185.00222.980工40c80.15832b43.1071101219.782=4.537.3007003001324185.00253.850工45b87.48532c48.131125815.504=542.300钢

7、轨38K38.73284.830工45c94.55036a47.8141251019.133=5.546.20043K44.65326.310工56b115.10836b53.4661251222.696=650.10050K51.51367.990工56c123.90036c59.1181401021.488=866.800QU8063.69409.870工63b131.29840a58.9281401225.522名称规格扁豆形钢材理论重量简易计算方法工63c141.18940b65.2041401429.490Kg/M2圆钢：每米重量（Kg）=.00617直径直径40c71.488140

8、1633.393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253.8501601229.391=326.600六角钢：每米重量（Kg）=.0068对边直径对边直径80.395305.5501601433.987=3.530.500八角钢：每米重量（Kg）=.0065对边直径对边直径圆钢100.617326.3101601638.518=434.400螺纹钢：每米重量（Kg）=.00617d0直径d0直径120.888367.9901801430.589=4.538.300*角钢：每米重量（Kg）=.00785（边宽边宽边厚）边厚141.210

9、409.8701801643.542=542.300扁钢：每米重量（Kg）=.00785厚度边宽161.5804211.9901801848.634=5.546.200 无缝钢管：每米重量（Kg）=.02466壁厚（外经壁厚）182.0004512.4802001648.680=650.100 接缝钢管：每米重量（Kg）=.02466壁厚（外经壁厚）202.4704814.2102001854.401=865.800 中厚钢板：每米m2 重量（Kg）=.00785厚度222.9805015.4202002060.056=865.800薄钢板：每米m2 重量（Kg）=.00786厚度243.55

10、05619.3002002471.168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花纹板线材圆钢 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=0.0061780kg=39.488kg螺纹钢kgmW=0.00617d断面直径为12mm的螺纹钢，求每米质量

11、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)

12、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一2 r)求30rnm20mm x4mm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式中，B为长边宽，b为短边, 宽

13、，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)+0.8584(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