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 Xd2d=直径(mm)螺纹钢kg/mW=0.00617 X d2=断面直径(mm)方钢kg/mW=0.00785 X d2d=边宽(mm)扁钢kg/mW=0.00785 X dX bd=边宽(mm)b=M (mm)六角钢kg/mW=0.006798 X d2=对边距离(mm)八角钢kg/mW=0.0065 X d2d=对边品巨离(mm)等边角钢kg/mW=0.00785 X d X ( 2b-d ) +0.215 (R2-2r 2)b=边宽d=边厚R=内弧半径二端弧半径不等边角钢kg/

2、mW=0.00785 Xd (B+b-d) + 0.215 (R2-2r 2)B=长边宽b=短边宽d=边厚R=内弧半径r=端弧半径槽钢kg/mW=0.00785 X hd+2t ( b-d ) + 0.349 ( R2-r 2)H=高b=腿长d=腰厚1=平均腿长R二内弧半径片端弧半径工字钢kg/mW=0.00785 X hd+2t ( b-d) + 0.8584 ( R2-r 2)H=高b=腿长d=腰厚1=平均腿长R二内弧半径片端弧半径钢板kg/m2W=7.85 x bb”钢管（无缝及 焊接钢管）kg/mW=0.02466 X S (D-S)D=外径S=壁厚注：由于型材在制造过程中有允许偏差值

3、，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）6.363404.86.7098804358.045101100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a :180687.020023.00020a20073722.63720200P 75925.77722a22077724

4、.9992222079928.45324a 1240P 787.026.86024b240809.030.62824c2408211.034.39625a250P 80727.41025b25082931.33525c250821135.26027a :270r 827.530.83827b270849.535.07727c2708611.539.31628a 1280r 827.531.42728b280849.535.82328c2808611.540.21930a 300r 857.534.46330bl300879.539.17330c3008911.543.88332a 1320r

5、88838.08332b :320901043.10732c320921248.13136a36096947.81436b :360981153.46636c3601001359.11840a 40010010.558.92840b：40010212.565.20840c40010414.571.488圆钢直径和方钢边长及理论重量表欢迎下载9表1-1圆钢直彳仝d 方钢边长a(mm)理论重量 (kg/m)圆钢方钢5.5I 0.186 I0.2376：0.222 10.2386.50.2600.3327I 0.302 J0.38580.395 10.50290.4990.636圆钢直彳仝d 方铜边

6、长a (mm)理论重量 (kg/m)U锅方钢*274.495.72284.836.15 :*295.186.60305.557.06*315.937.54326.318.04圆钢直彳仝d 方铜边长a (mm)理论重量 (kg/m)圆钢方钢*6828.5136.307030.2138.47 17534.8644.168039.4650.248544.5556.729049.9463.59100.6170.785*336.718.559555.6470.85*11P 0.746 10.950347.139.0710061.6578.50 :120.8881.13*357.559.6210568.9

7、786.50131.0431.3336363611074.6095.00141.2091.54388.9011.2411581.51041151.3881.77409.8712.5612088.78113161.582.014210.8713.8512596.3312317F 1.783 12.274512.4815.90130104.201331181.9992.544814.2118.09140120.8415419F 2.2272.825015.4219.63150138.72177202.4683.145317.3022.10160157.83201212.723.46*5518.65

8、23.75170178.18227222.9843.80*5619.3324.61180200.00254 1*233.264.15*5820.7426.41190223.00283243.554.526022.1928.26200247.0031425P 3.85 14.916324.4731.16220298.40-264.175.30*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

9、理论重量型号尺寸（mm）理论重量（kg/m）备注高度（h）腿宽度（b）腰厚度（d）10100684.511.26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.7

10、4132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016

11、.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189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）321.82,2.15,2.462.76.3.053.333.593.85 4.094.324.534.74一382.192.59；2.983.353.724.074.414.7415.055.355.645.92一一一一422.442.891 3.353.75'4.16 ,4.564.955.3315.696.046.386.7

12、17.027.327.67.88452.621 3.111 3.584.04I 4.494.935.365.776.176.566.947.307.657.998.328.63502.93(3.484.014.545.055.556.046.51I 6.977.427.868.298.709.10I 9.499.8654一3.771 4.364.93 5.496.046.587.1017.618.118.69.089.549.9910.43 10.8557一4.001 4.625.23I 5.386.416.997.55I 8.108.639.169.6710.17 10.65 11.13 1

13、1.5960一I 4.22I 4.885.526.166.787.397.99I 8.589.159.7110.26 10.811.32 11.83 12.3363.5一4.485.185.876.557.217.878.519.149.7510.3610.95 11.53 12.112.65 13.1968一14.8115.576.31F 7.057.778.489.17I 9.8610.5；3 11.19 11.8,4 12.47 13.10 13.71 14.370一I 4.96I 5.756.51I 7.278.018.759.47I 10.18 1088 11.5612.23 12.

14、89 13.54 14.17 14.873一5.186.06.817.608.389.169.9110.6(611.3!9 12.11 12.82 1352 14.21 14.88 15.5476一5.406.267.107.938.759.510.3(611.1,4 11.91 12.67 13.42 14.15 14.37 15.58 16.2883一一I 6.867.79I 8.719.6210.51 11.39 12.2(613.1：2 13.96 14.81562 16.42 17.22 18.0089一一7.388.38 9.3810.3(511.331228 13.22 14.1

15、6 15.07 15.98 16.78 17.76 18.63 19.4895一一7.98.9810.0411.1()12.1,4 13.1714.19 15.1!9 16.18 17.1618.13 19.09 20.03 20.96102一一8.059.6710.8211.9(513.0!914.21 15.31 16.40 17.48 18.55 19.620.64 21.67 22.69108一一一10.2(6 11.4912.7()13.9()15.09 16.271744 18.59 19.73 20.86 21.97 23.08 24.17114一一一1085 12.1513.4

16、1 14.7：2 15.9317231847 19.720.91 22.12 23.31 24.48 25.65121.一.一.一11.51 12.9314.3()15.67 17.02 18.35 1968 20.99 22.29 23.58 24.86 26.12 27.37127一一一12.1：3 13.5915.01 1648 17.90 19.32 20.7：2 22.123.48 24.8,4 26.19 27.53 28.85133一一一12.7：3 14.26157泊729 18.7!9 20.2；8 21.7,5 23.21 24.66 26.127.52 28.93 30.

17、33140一一一一15.0416.61j 18.24 19.8；3 21.422.96 24.51 26.0，4 27.57 29.08 30.57 32.66146一一一一15.7173J 19.0(6 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 30.08 31.74 33.39 35.02159一一一一17.1518.91)20.8：2 2264 24.45 2624 28.0,2 29.79 31.55 33.29 35

18、.03 36.75168一一一一一20.122.04 2397 2589 27.7!9 29.69 31.57 33.43 35.29 37.13 38.97180一一一一一21.51J 23.725.7,5 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 34.536.738.8941.06 43.23 45.38203一-一一29.14 31.533.8；3 36.16 38.47 40.77 43.06 45.33 47.59219一-一-一一31.5：2 34.0(6 36.639

19、.12 41.63 44.12 46.61 49.08 51.45245一-一-3823 41.0!9 43.85 46.7649.56 52.38 55.17 57.95273一-一一-F 42.64 45.9：2 49.152.28 55.45 58.6:61.73 64.86299一-一一-一53.91 57.41 60.89 64.37 67.83 71.27325一一一一一一一一一一58.7,4 62.5,4 66.35 70.14 73.92 77.68351一-一一-一一67.67 71.875.91 80.01 84.1377一一一一一一一一一一一一一81.68 86.190.

20、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(mm) ； S为钢管的公称壁厚(mm)。花纹钢板理论重量钢板基 本厚度 (mm)纹高(mm)理论重量(kg /m2)扁豆形O扁豆形2.5r 1.02.521.622.631.02.525.626.63.51.02.529.530.54r 1.02.533.434.44.51.02.537.338.35r 1.52.542.342.35.51.52.546.246.261.52.550.150.1712.02.559.05882.02.566.865.8钢丝绳理论

21、重量直径 (mm)天然纤维(kg/100m)人造纤维(kg/100m)613.012.7823.122.51036.135.81143.742.6直径 (mm)天然纤维(kg/100m)人造纤维(kg/100m)822.221.71034.733.91142.041.01358.657.31361.059.51688.886.81692.490.119 125122191301272216816422175170说明:表中前者为6芯钢丝纯，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 /m22030.88941.1452.52531.12441.4593.03031.37

22、341.7863.63631.65642.16352.65444031.85242.42252.9764.54532.08842.73653.36963.98555032.33243.05953.7764.4655.65632.62443.44654.25166.5686.36343.90754.82265.72187.469109.15177044.37255.39766.40677.39888.3737.57555.818型号边宽mm边厚mm理论重量kg /m88089.6581011.8749906P 8.35179.656810.94610P 13.47611215.941010069.366710.83812.27610P 15.1211217.8981420.6111623.25711110711.9288P 13.532 11016.691219.7821422.809112.5125815.5041019.1331222.6961426.193141401021.4881225.5221429.491633.393161601024.7291229.3911433.9871638.518181801233.1591438.38316435421848.63466.905202001442.8947 17.976P 1648.68 189