金属材料理论重量表

金属材料理论重量表

黑色金属材料理论重量计算公式

表1

名称单位计算公式附注

圆钢、盘条kg/mW=0.006165Xd2c=直径(mm)

螺纹钢kg/mW=0.00617Xd2d=断面直径(mm)

方钢kg/mW=0.00785Xd2c二边宽(mm)

扁钢kg/mW=0.00785XdXbd二边宽(mm)b=厚(mm)

六角钢kg/mW=0.006798Xd2c=对边距离(mm)

八角钢kg/mW=0.0065Xd2c二对边距离(mm)

W=0.00785XLdX(2b-d)+0.215(R)1

等边角钢kg/mb二边宽d=昉厚R二内械半径r二端弧

半径

不等边角W=0.00785XLd(B+b-d)+0.215(R「2r')J

kg/mB二长边宽b二短边宽d二边摩R二内弧

钢半径L端弧半径

W=0.00785XLhd+2t(b-d)+0.349(R-r9J

槽钢kg/mH二高b二腿长d二腰厚t二平均

腿长R二内弧半径厂端弧半径

W=0.00785XLhd+2t(b-d)+0.8584(R'-rD」

工字钢kg/mH二高b二触长d二腋厚t二平均

腿长R二内弧半径r二端弧半径

钢板kg/m2W=7.85Xbb二厚

钢管(尢缝二外径二壁

及厚接钢kg/mW=0.02466XS(D-S)DS

管)厚

注：由于型材在制造过程中有允许偏差值，因此用公式计算的理论重量，与实际

重量有一定的出入

(误差一般约为0.2〜0.7%之间)，只能作为估算时的参考。

槽钢理论重量表

尺寸(mm)理论重量

型号备注

高度(h)腿宽度(b)腰厚度(d)(kg/m)

6.363404.86.709

8804358.045

10100485.310.007

12.6126535.512,318

14a14058614.535

14b14060816.733

16a160636.517.240

16160658.519.752

18a180687.020.174

18180709.023.000

20a20073722.637

2020075925.777

22a22077724.999

2222079928.453

24a240787.026.860

24b240809.030.628

24c2408211.034.396

25a25080727.410

25b25082931.335

25c250821135,260

27a270827.530.838

27b270849.535.077

27c2708611.539.316

28a280827.531.427

28b280849.535.823

28c2808611.540.219

30a300857.534.463

30b300879.539,173

30c3008911.543.883

32a32088838,083

32b320901043.107

32c320921248.131

36a36096947.814

36b360981153.466

36c3601001359.118

40a40010010.558.928

40b40010212.565.208

40c40010414.571.488

圆钢直径和方钢边长及理论重量表

表1T

圆钢直径d理论重量圆钢直径d理论亘量圆钢直径d理论重量

方钢边长a(kg/m)方钢边长a(kg/n)方钢边长a(kg/m)

(mm)圆钢方钢(mm)圆钢方钢(mm)圆钢方钢

5.50.1860.237*274.495.72*6828.5136.30

60.2220.238284.836.157030.2138.47

6.50.2600.332*295.186.607534.8644.16

70.3020.385305.557.068039.4650.24

80.3950.502*315.937.548544.5556.72

90.4990.636326.318.049049.9463.59

100.6170.785*336.718.559555.6470.85

*110.7460.950347.139.0710061.6578.50

120.8881.13*357.559.6210568.9786.50

131.0431.3336363611074.6095.00

141.2091.54388.9011.2411581.5104

151.3881.77409.8712.5612088.78113

161.582.014210.8713.8512596.33123

171.7832.274512.4815.90130104.20133

181.9992.544814.2118.09140120.84154

192.2272.825015.4219.63150138.72177

202.4683.145317.3022.10160157.83201

212.723.46*5518.6523.75170178.18227

222.9843.80*5619.3324.61180200.00254

*233.264.15*5820.7426.41190223.00283

243.554.526022.1928.26200247.00314

253.854.916324.4731.16220298.40一

264.175.30*6526.0533.17250385.34一

注：1、表中的理论重量是按钢的密度为7.85计算的。

2、表中带*者不推荐使用。

3、螺纹钢6、7、8、9、10、12、14、16、18、20、22、25、28、32、36、40的理论

重量同圆钢的理论重量。

工字钢理论重量

尺寸(mm)理论重量

型号备注

高度(h)腿宽度(b)腰厚度(d)(kg/m)

10100684.511.261

12.6126745.014.223

14140805.516.890

1616088620.513

18180946.524,113

20a2001007.027.929

20b2001029.031.069

22a2201107.533.07

22b2201129.536.524

25a2501168.038.105

25b25011810.042.03

28a2801228.543.492

28b28012410.547.888

32a3201309.552.717

32b32013211.557.741

32c32013413.562.765

36a36013610.060.037

36b36013812.065.689

36c36014014.071.341

40a400M210.567.598

40b40014412.573.878

40c40014614.580.158

45a45015011.580.42

45b45015213.587.485

45c45015415.594.55

50a50015812.093.654

50b50016014.0101.504

50c50016216.0109.354

56a56016612.5106.316

56b56016814.5115.108

56c56017016.5123.90

63a63017613.0121.407

63b63017815.0131,298

63c63018017.0141.189

无缝钢管理论重量

壁厚（mm）

外

2.3.

径344.555.566.577.588.599.510

55

mm

理论重缶t(kg/m)

321.822152462763.063.333.593.854.094.324.534.74————

382.192592.983.353.724.074.414.745.065.355.645.92————

422442893.353.754.164.564.965.335.696.M6386.717.027.327.67.88

452623.113.584.011494935.365.776176.566947.307.657.998.32&63

502933.484.014.545.065.55686.516卯7.427.868.298.709.109.499.86

54—3.774.364.935.496依6.587.107.61&11&69.089.5409910.4310.85

57一4.004.625.235.386.416.997.558.10&639.169.6710.1710.6511.1311.59

60—4.224.885.526.166.787.397.99&589.159.7110.2610.811.3211.831233

63.

—4.485.185.876.557.217.87&519.149.7510.3610.9511.53121126513.19

q

68—4.815.576317.057.778.489.179.8610.5311.1911.8412.4713.1013.7114.3

70—4.965.756517.278.018.759.4710.1810.8811.56122312.8913.54141714..8

73—5.186.0&817.608.389.169.9110.6611.3912111282瓜521-12114.881554

76—5.406267.107.93&759.510.3611.1411.91126713.4214.1514.3715.581628

83——6.a)7.798.719.6210.5111.39122613.1213.9614.815.6216.4217.2218.00

89一一7.388.389.3810.3611.3312.2813.2214.1615.0715.981678P.7618.6319.48

95——7.989810.0111.1012.1413.1714.1915.19161817.161&1319.0920.0320.96

1C2——&059610.8211.9613.0914.2115.31Id4017.4818.5519.620.6421.6722.69

1C8———10.2611.4912.7013.9015.0916.2717.4418.5919.7320.8621.97210824.17

114一一—10.8521513.4414.7215.9817.231&4719.720.9122.122131244825；65

121———11.51293143015.6717.021&3519.6820.9922.2923.5824.8626.1227.37

13..5

127———121315.0416.4817.9019.3220.7222.123.4824.84%1927.532a85

9

133———12.7314.2615.7817.2918.7920.2821.7523.2124.6626d27.5228.9330.33

MO————15.0116.6518.2419.8321.422.96M512aoi27.5729.0830.5732.66

146————15.717.3919.0620.7222.3624.025.6227.232a8230.4131.9833.54

152————16.3718.1318.8721.623.3225.0826.7328.4130.0831.7433.3935.02

159————17.1518.9920.8222.6424.4526.2428.0229.TO31.55於2936.033a75

168—————20.122.0123.9725.8927.7929.6931.5733.4335.29笈133a97

ISO—————21.5923.725.7527.729.8731.9133.9335.953Z9539.9541.92

194—————23.3125.627.8230.032.28M53a73a8941.0643.2345.38

2C329.1431.533.833&163&4740.774106463347.59

219—31.5234.063a639.1241.63441246.6149.0851.45

245—38241.0943.85€7649.5652.3855.1757.95

273—4245.92的.152.2855.4558.661.736486

299—53.9157.4160.89613767.8371.27

325—5a7462.546a3570.1473.9277.68

351—67.6771.875.9180.01网1

377—81.6886.190.51

注：钢管的理论重量(密度为7.85)按公称尺寸计算，其计算公式为P=0.02466*S(D-S),

式中：D为钢管的公称外径(廊)；S为钢管的公称壁厚(mm)。

花纹钢板理论重量

钢板基纹高(mm)理论重量(kg/ma)

本厚度菱形扁豆形菱形扁豆形

(mm)

2.51.02.521.622.6

31.02.525.626.6

3.51.02.529.530.5

41.02.533.434.4

4.51.02.537.338.3

51.52.542.342.3

5.51.52.546.246.2

61.52.550.150.1

72.02.559.058

82.02.566.865.8

钢丝绳理论重量

天然纤维人造纤维天然纤维人造纤维

直径直径

(kg(kg(kg(kg

(mm)(mm)

/100m)/100m)/100m)/100m)

613.012.7822.221.7

823.122.51034.733.9

1036.135.81142.041.0

1143.742.61358.657.3

1361.059.51688.886.8

1692.490.119125122

1913012722168164

22175170

说明：表中前者为6芯钢丝绳,后者为8芯钢丝绳.

等边角钢理论重量

型号边宽mm边厚mm理论重量kg/m型号边宽mm边厚mm理论重量kg/m

30.88989.558

220880

41.1451011,874

31.12468.35

2.525

41.45979.556

31.373990810.946

3.030

41.7861013.476

31.6561215.94

3.63642.16369.366

52.654710.83

31.852812.276

44042.422101001015.12

52.9761217.898

32.0881420.611

42.7361623.257

4.545

53.369711.928

63.985813.532

32.332111101016.69

43.0591219.782

550

53.771422.809

64.465815.504

32.6241019.133

12.5125

43.4461222.696

5.656

54.2511426.193

66.5681021.488

43.9071225.522

14140

54.8221429.49

6.36365.7211633.393

87.4691024.729

16160

109.1511229.391

44.3721433.987

55.3971638.518

77066.4061233.159

77.3981438.383

18180

88.3731643542

55.8181848.634

66.9051442.894

7.57577.9761648.68

89.03202001854.401

1011.0892060.056

56.2112471.168

67.376

880

78.525

不等边角钢理论重量

尺寸(mm)理论重量尺寸(mm)理论重量

型号型号

长边宽短边宽边厚(kg/m)长边宽短边宽边厚(kg/m)

2.5/130.91267.55

2516

.641.17678.722

10/6.310063

31.17189.878

3.2/23220

41.5221012.142

31.48468.35

4/2.54025

41.93679.656

10/810080

4.5/231.687810.946

4528

.842.2031013.476

31.90868.35

5/3.25