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1、金屬材料理論重量表黑色金屬材料理論重量計算公式表 1名稱單位圓鋼、盤條 /m螺紋鋼 /m方鋼 /m扁鋼 /m六角鋼 /m八角鋼 /m等邊角鋼 /m不等邊角鋼 /m槽鋼 /m工字鋼 /m鋼板 / 鋼管(無縫及 焊 接 鋼 /m 管)計算公式附注W=0.006165d2d=直徑()W=0.00617 d2d=斷面直徑()W=0.00785 d2d=邊寬()W=0.00785 d bd=邊寬() b= 厚()W=0.006798d2d=對邊距離()W=0.0065 d2d=對邊距離()W=0.00785 d ( 2b-d )+0.215 (R2-2r2) b=邊寬 d=邊厚 R=內(nèi)弧半徑r=端弧半徑

2、2) W=0.00785 d ( B+b-d) + 0.215 (R2-2rB=長邊寬b= 短邊寬d=邊厚R= 內(nèi)弧半徑r=端弧半徑W=0.00785 hd+2t ( b-d )+ 0.349 (R2-r 2) H=高b=腿長d=腰厚t=平均腿長R= 內(nèi)弧半徑r=端弧半徑W=0.00785 hd+2t ( b-d )+ 0.8584( R2-r 2)H=高b=腿長d=腰厚t=平均腿長R= 內(nèi)弧半徑r=端弧半徑W=7.85 bb=厚W=0.02466 S(D-S)D=外徑S=壁厚注:由于型材在制造過程中有允許偏差值,因此用公式計算的理論重量,與實際重量有一定的出入(誤差一般約為0.2 0.7%之

3、間),只能作為估算時的參考。槽鋼理論重量表型號尺寸( mm)理論重量備注高度( h)腿寬度( b)腰厚度( d)(kg/m)6.363404.86.7098804358.04510100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a180687.020023.00020a20073722.6372020075925.77722a22077724.9992222079928.45324a240787.026.86024b2408

4、09.030.62824c2408211.034.39625a25080727.41025b25082931.33525c250821135.26027a270827.530.83827b270849.535.07727c2708611.539.31628a280827.531.42728b280849.535.82328c2808611.540.21930a300857.534.46330b300879.539.17330c3008911.543.88332a32088838.08332b320901043.10732c320921248.13136a36096947.81436b36098

5、1153.46636c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488圓鋼直徑和方鋼邊長及理論重量表表 1-1圓鋼直徑 d理論重量圓鋼直徑 d理論重量圓鋼直徑 d理論重量方鋼邊長 a( /m)方鋼邊長 a( /m)方鋼邊長 a( /m)()圓鋼方鋼()圓鋼方鋼()圓鋼方鋼5.50.1860.237*274.495.72*6828.5136.3060.2220.238284.836.157030.2138.476.50.2600.332*295.186.607534.8644.1670.3020.385

6、305.557.068039.4650.2480.3950.502*315.937.548544.5556.7290.4990.636326.318.049049.9463.59100.6170.785*336.718.559555.6470.85*110.7460.950347.139.0710061.6578.50120.8881.13*357.559.6210568.9786.50131.0431.3336363611074.6095.00141.2091.54388.9011.2411581.5104151.3881.77409.8712.5612088.78113161.582.01

7、4210.8713.8512596.33123171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.84154192.2272.825015.4219.63150138.72177202.4683.145317.3022.10160157.83201212.723.46*5518.6523.75170178.18227222.9843.80*5619.3324.61180200.00254*233.264.15*5820.7426.41190223.00283243.554.526022.1928.26200247.0

8、0314253.854.916324.4731.16220298.40-264.175.30*6526.0533.17250385.34-注: 1、表中的理論重量是按鋼的密度為7.85 計算的。2、表中帶 * 者不推薦使用。3、螺紋鋼 6、7、8、9、10、12、 14、16、 18、20、22、 25、28、32、 36、40 的理論重量同圓鋼的理論重量。工字鋼理論重量型號尺寸( mm)理論重量備注高度( h) 腿寬度( b)腰厚度( d)(kg/m)10100684.511.26112.6126745.014.22314140805.516.8901616088620.5131818094

9、6.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573

10、.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189無縫鋼管理論重量外壁厚()2.3.徑344.555.566.577.588.599.51

11、055理論重量( /m)321.822.152.462.763.053.333.593.854.094.324.534.74382.192.592.983.353.724.074.414.745.055.355.645.92422.442.893.353.754.164.564.955.335.696.046.386.717.027.327.67.88452.623.113.584.044.494.935.365.776.176.566.947.307.657.998.328.63502.933.484.014.545.055.556.046.516.977.427.868.298.709.1

12、09.499.86543.774.364.935.496.046.587.107.618.118.69.089.549.9910.4310.85574.004.625.235.386.416.997.558.108.639.169.6710.1710.6511.1311.59604.224.885.526.166.787.397.998.589.159.7110.2610.811.3211.8312.3363.4.485.185.876.557.217.878.519.149.7510.3610.9511.5312.112.6513.195684.815.576.317.057.778.489

13、.179.8610.53 11.1911.8412.4713.1013.7114.3704.965.756.517.278.018.759.4710.1810.88 11.5612.2312.8913.5414.1714.8735.186.06.817.608.389.169.9110.6611.39 12.1112.8213.5214.2114.8815.54765.406.267.107.938.759.510.36 11.1411.91 12.6713.4214.1514.3715.5816.28836.867.798.719.6210.51 11.39 12.2613.12 13.96

14、14.815.6216.4217.2218.00897.388.389.3810.36 11.33 12.28 13.2214.16 15.0715.9816.7817.7618.6319.48957.98.9810.04 11.10 12.14 13.17 14.1915.19 16.1817.1618.1319.0920.0320.961028.059.6710.82 11.96 13.09 14.21 15.3116.40 17.4818.5519.620.6421.6722.6910810.26 11.49 12.70 13.90 15.09 16.2717.44 18.5919.73

15、20.8621.9723.0824.1711410.85 12.15 13.44 14.72 15.98 17.2318.47 19.720.9122.1223.3124.4825.6512111.54 12.93 14.30 15.67 17.02 18.3519.68 20.9922.2923.5824.8626.1227.3713.512712.13915.0416.48 17.9019.3220.7222.123.48 24.8426.19 27.5328.8513312.7314.2615.7817.29 18.7920.2821.7523.2124.66 26.127.52 28.

16、9330.3314015.0416.6518.24 19.8321.422.9624.5126.04 27.5729.08 30.5732.6614615.717.3919.06 20.7222.36 24.025.6227.23 28.8230.41 31.9833.5415216.3718.1318.87 21.623.3225.0326.7328.41 30.0831.74 33.3935.0215917.1518.9920.82 22.6424.4526.2428.0229.79 31.5533.29 35.0336.7516820.122.04 23.97 25.8927.7929.

17、6931.5733.4335.2937.1338.9718021.59 23.725.75 27.729.8731.9133.9335.9537.9539.9541.9219423.31 25.627.82 30.032.2834.536.738.8941.0643.2345.3820329.14 31.533.8336.1638.4740.7743.0645.3347.5921931.52 34.06 36.639.1241.6344.1246.6149.0851.4524538.2341.0943.8546.7649.5652.3855.1757.9527342.6445.9249.152

18、.2855.4558.661.7364.8629953.9157.4160.8964.3767.8371.2732558.7462.5466.3570.1473.9277.6835167.67 71.875.9180.0184.137781.6886.190.51注:鋼管的理論重量(密度為 7.85 )按公稱尺寸計算, 其計算公式為 P=0.02466*S(D-S),式中: D 為鋼管的公稱外徑() ;S 為鋼管的公稱壁厚() ?;y鋼板理論重量鋼板 基紋高()理論重量( / )本厚 度菱形扁豆形菱形扁豆形()2.51.02.521.622.631.02.525.626.63.51.02.52

19、9.530.541.02.533.434.44.51.02.537.338.351.52.542.342.35.51.52.546.246.261.52.550.150.172.02.559.05882.02.566.865.8鋼絲繩理論重量直徑天然纖維人造纖維直徑天然纖維人造纖維( ( ( ( ( )( )/100m)/100m)/100m)/100m)613.012.7822.221.7823.122.51034.733.91036.135.81142.041.01143.742.61358.657.31361.059.51688.886.81692.490.119125122191301

20、272216816422175170說明 : 表中前者為 6 芯鋼絲繩 , 后者為 8 芯鋼絲繩 .等邊角鋼理論重量型號邊寬邊厚理論重量 /m型號邊寬邊厚理論重量 /m22030.88988089.65841.1451011.8742.52531.12468.3541.45979.6563.03031.373990810.94641.7861013.47631.6561215.943.63642.16369.36652.654710.8331.852812.27644042.422101001015.1252.9761217.89832.0881420.6114.54542.7361623.2

21、5753.369711.92863.985813.53232.332111101016.6955043.0591219.78253.771422.80964.465815.50432.62412.51251019.13343.4461222.6965.65654.2511426.19366.5681021.48843.907141401225.52254.8221429.496.36365.7211633.39387.4691024.729109.151161601229.39144.3721433.98755.3971638.51877066.4061233.15977.398181801438.38388.373164354255.8181848.63466.9051442.8947.57577.9761648.6889.03202001854.4011011.08

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