(完整版)五金手册查询表

1、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=0.006165 X d2d=直径(伽)螺纹钢kg /mW=0.00617 X d2d=断面直径（伽）方钢kg /mW=0.00785 X d2d=边宽(mm)扁钢kg /mW=0.00785 X dX bd=边宽（伽）匕=厚（伽）八角钢kg /mW=0.006798 X d24=对边距离（伽）八角钢kg /mW=0.0065 X d24=对边距离（伽）等边角钢kk /mW=0.00785 X d X( 2b-d ) +0.215 (R*-2r 2)b=边宽d=边厚R=内弧半径r=端弧半径不等边角钢k

2、k /mW=0.00785 X d ( B+b-d) + 0.215( R*-2r 2)B=长边宽b=短边宽d=边厚R=内弧半径r=端弧半径槽钢kk /m227；W=0.00785 X hd+2t ( b-d ) + 0.349( R-r )H=高b=腿长d=腰厚t=平均腿长R=内弧半径r=端弧半径工字钢kk /m2 :W=0.00785 X hd+2t ( b-d ) + 0.8584( R-r )H=高b=腿长d=腰厚t=平均腿长R=内弧半径r=端弧半径钢板kg / m2W=7.85 X bb=厚钢管（无缝及 焊接钢管）kk /mW=0.02466 X S ( D-S)D=外径S=壁厚注：

3、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0.20.7%之间），只能作为估算时的参考。槽钢理论重量表型号尺寸（mm）理论重量（kg/m）备注高度（h）腿宽度（b）腰厚度（d）6.363404.86.7098804358.04510 :100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a :180687.020023.00020a20073722.63720200P 759

4、25.77722a22077724.9992222079928.45324a ：240P 787.026.86024b240809.030.62824c2408211.034.39625a250P 80727.41025b25082931.33525c250821135.26027a 1270r 827.530.83827b270849.535.07727c2708611.539.31628a 1280r 827.531.42728b280849.535.82328c2808611.540.21930a :300:857.534.46330b300879.539.17330c3008911.5

5、43.88332a :320:88838.08332b :320901043.10732c320921248.13136a36096947.81436b :360981153.46636c3601001359.11840a40010010.558.92840b :40010212.565.20840c40010414.571.488圆钢直径和方钢边长及理论重量表表1-1圆钢直径d 方钢边长a(mm)理论重量 (kg /m)圆钢直径d 方钢边长a(m)理论重量 (kk /m)圆钢直径d 方钢边长a(m)理论重量 (kk /m)圆钢方钢圆钢方钢钢方钢5.5r 0.1860.237*274.495.

6、72*6828.5136.3060.2220.238284.836.157030.2138.476.5*0.2600.332*295.186.607534.8644.167r 0.302 :0.385305.557.068039.4650.24:80.3950.502*315.937.548544.5556.7290.4990.636326.318.049049.9463.59100.6170.785*336.718.559555.6470.85*110.7460.950347.139.0710061.6578.5012P 0.888 :1.13*357.559.6210568.9786.50

7、 131.0431.3336363611074.6095.00141.2091.54388.9011.2411581.5104151.3881.77409.8712.5612088.78113 :161.582.014210.8713.8512596.33123171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.84154192.227 :2.825015.4219.63150138.72177202.4683.145317.3022.10160157.8320121:2.723.46*5518.6523.75170

8、178.18227222.984 13.80*5619.3324.61180200.00254*233.264.15*5820.7426.41190223.00283243.554.526022.1928.26200247.00314253.854.916324.4731.16220298.40-264.175.30*6526.0533.17250385.34-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型号尺寸（mm）

9、理论重量（kg/m）备注高度（h）腿宽度（b）腰厚度（d）10100684.511.26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c3201341

10、3.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.9063a6

11、3017613.0121.40763b63017815.0131.29863c63018017.0141.189无缝钢管理论重量外 径 mm壁厚（mm）2.533.544.555.566.577.588.599.510理论重量（kg /m）321.822.152.462.763.053.333.593.854.094.324.534.74一一一一382.19：2.59：2.983.353.724.074.414.74.5.055.355.645.92一一一一422.441 2.89(3.353.751 4.164.564.955.33.5.696.046.386.717.027.32I 7.6

12、7.88452.62,3.113.584.04.4.494.935.365.776.176.566.947.307.657.998.328.63502.93p.48：4.014.545.055.556.046.51.6.977.427.868.298.709.1C9.499.8654一3.77(4.364.935.496.046.587.10I 7.618.118.69.089.549.9910.43 10.8557一4.004.625.23.5.386.416.997.558.108.639.169.6710.17 10.65 11.13 11.5960一：4.22：4.885.526.16

13、6.787.397.99I 8.589.159.7110.26 10.811.32 11.83 12.3363.5一4.481 5.185.871 6.557.217.878.51I 9.149.7510.36 10.95 11.53 12.1I 12.65 13.1968一4.81,5.576.31.7.057.778.489.17.9.8610.5；3 11.19 11.8-4 12.47 13.10 13.71 14.370一：4.96：5.756.517.278.018.759.47110.18 10.8(8 11.56 12.23 12.89 13.54 14.17 14.873一5

14、.181 6.06.811 7.608.389.169.91I 10.6(6 11.3!9 12.11 12.82 13.5,2 14.21 14.88 15.5476一5.406.267.10.7.938.759.510.3(6 11.1-4 11.91 12.67 13.42 14.15 14.37 15.58 16.28836.867.798.719.6210.51 11.3!9 12.2(6 13.1：2 13.96 14.81562 16.42 17.22 18.0089一一7.388.381 9.3810.3(511.3；3 1223 13.22 14.16 15.07 15.98

15、 16.73 17.76 18.63 19.48957.98.98.10.0411.1()12.1-4 13.17 14.19 15.19 16.13 17.16 18.13 19.09 20.03 20.961028.059.6710.82:11.9(51309 14.21 15.31 16.4)17.43 18.55 19.620.64 21.67 22.691081025 11.4912.7()13.9()15.0!9 16.27 1744 18.59 19.73 20.86 21.97 23.08 24.1711410.8!5 12.15 13.牛1 14.7：2 15.9(8 17.

16、2；3 1847 19.720.91 22.12 23.31 24.48 25.6512111.54 12.93 14.3()15.67 17.0：2 18.35 19.6(8 20.99 22.29 23.53 24.86 26.12 27.3712712.1：3 13.591501 1648 17.90 19.3：2 20.7：2 22.123.48 24.8-4 26.19 27.53 28.85133一一一12.7：3 14.2615.7(I 1729 18.79 2028 21.7!5 23.21 24.66 26.127.52 28.93 30.33140一一一一P 15.0416

17、6j 18.24 19.8；3 21.422.96 24.51 26.0-4 27.57 29.08 30.57 32.66146一一一一15.717.3!)19.0(5 20.7：2 22.3(6 24.02562 27.23 2882 30.41 31.98 33.54152一一一一16.3718.1：3 18.87 21.623.3：2 25.0；3 26.73 28.41 30.03 31.74 33.39 35.02159一一一一17.15 189)20.8：2 22.6-4 24.45 2624 28.0,2 29.79 31.55 33.29 35.03 36.75168一一一一

18、一20.122.0-4 23.97 2589 27.7!9 29.69 31.57 33.43 35.29 37.13 38.97180一一一一一21.5!)23.725.75 27.72987 31.91 33.93 35.95 37.95 39.95 41.92194一一一一一2331 25.627.8：2 30.03228 34.536.738.89 41.06 43.23 45.3820329.1-4 31.533.8；3 36.16 38.47 40.77 43.06 45.33 47.5921931.5：2 34.0(6 36.639.12 41.63 44.12 46.61 49

19、.08 51.4524538.2；3 4109 43.85 46.76 49.56 52.38 55.17 57.95273(42.6-4 45.9：2 49.152.23 55.45 58.661.73 64.8629953.91 57.41 60.89 64.37 67.83 71.2732558.7-4 62.5-4 66.35 70.14 73.92 77.6835167.67 71.875.91 80.01 84.137781.68 86.190.5-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（伽）

20、；S为钢管的公称壁厚（伽）。花纹钢板理论重量钢板基 本厚度（mm）纹高（mm）理论重量（kg /tf）菱形扁豆形菱形扁豆形2.51.02.521.622.63r 1.02.525.626.63.51.02.529.530.541.02.533.434.44.5r 1.02.537.338.35r 1.52.542.342.35.51.52.546.246.26r 1.52.550.150.17：2.02.559.05882.02.566.865.8钢丝绳理论重量直径(mm)天然纤维（kg/100m）人造纤维(kg /100m)613.012.78 :23.122.510 I36.135.811

21、43.742.61361.059.5直径(mm)天然纤维(kg /100m)人造纤维(kg /100m)822.221.710 :34.7:33.91142.041.01358.657.31688.886.81692.490.1191251221913012722 :168P 16422175170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 /m22030.88941.1452.52531.12441.4593.03031.37341.7863.63631.65642.16352.65444031.85242.42252.9764.54532

22、.08842.73653.36963.98555032.33243.05953.7764.4655.65632.62443.44654.25166.5686.36343.90754.82265.72187.469109.15177044.37255.39766.40677.39888.3737.57555.81866.905型号边宽m边厚m理论重量kg /m88089.6581011.87499068.3579.656810.94610P 13.476:1215.941010069.366710.83812.27610:15.12:1217.8981420.61116P 23.25711110711.928813.5321016.691219.78214P 22.809:12.5125815.5041019.1331222.6961426.193141401021.4881225.5221429.491633.393161601024.7291229.3911433.9871638.518181801233.1591438.38316435421848.634202001442.89477