五金手冊(cè)查詢表doc

1、金屬材料理論重量表黑色金屬材料理論重量計(jì)算公式表1名稱25a計(jì)算公式250 80 7 27.410附注圓鋼、盤條25bW=0.006165Xd2d二直徑（mm） 250 82 931.335螺紋鋼25cW=0.00617Xd2d二斷面直徑（mm） 250 82 1135.260方鋼27aW=0.00785Xd2d二邊寬（mm） 270 82 7.530.838扁鋼27bW=0.00785XdXbd二邊寬（mm） b二厚（mm）270 84 9.5 35.077六角鋼27cW=0.006798Xd2d二對(duì)邊距離（mm） 270 8611.5八角鋼kg/mW=0.0065XddS邊距離（mm）等邊

2、角鋼kg/mW=0.00785xdX(2b-d) +0.215(、一2七) b二邊寬d二邊厚 R二內(nèi)弧半徑二端弧半徑不等邊角鋼g/mW=0.00785Xd (B+b-d) + 0.215(虬-2七) B=長(zhǎng)邊寬 b二短邊寬d二邊厚曲內(nèi)弧半徑二端弧半徑槽鋼g/mW=0.00785Xhd+2t (b-d) + 0.349(虬一七) 定高b二腿長(zhǎng)d二腰厚 t二平均腿長(zhǎng)日二內(nèi)弧半徑二端弧半徑工字鋼kg/mW=0.00785Xhd+2t (b-d) + 0.8584 (R2-r2) 定高b二腿長(zhǎng)d二腰厚 七二平均腿長(zhǎng)日二內(nèi)弧半徑二端弧半徑鋼板 kg/m? W=7.85Xbb二厚鋼管(無縫及焊接鋼管)kg

3、/mW=0.02466XS (D-S)D二外徑S二壁厚注：由于型材在制造過程中有允許偏差值，因此用公式計(jì)算的理論重量，與實(shí)際重量有 一定的出入(誤差一般約為0.20.7%之間)，只能作為估算時(shí)的參考。槽鋼理論重量表型號(hào)尺寸（mm）理論重量（kg/m）備注高度（h）腿寬度（b）腰厚度（6.3 63 40 4.8 6.708 80 43 5 8.0410 100 48 5.3 10.0012.6 126 53 5.512.3114a 140 58 6 14.5314b 140 60 8 16.7316a 160 63 6.5 17.2416 160 658.5 19.7518a 180 68 7.

4、0 20.17424.9922 220 79 9 28.4524a 240 78 7.0 26.8624b 240 80 9.0 30.6224c 24082 11.0 34.396圓鋼直徑d方鋼理論重量(kg/m)圓鋼直徑d方鋼理論重量(g/m)圓鋼直徑d方鋼理論重量(g/m)邊長(zhǎng)a(mm)邊長(zhǎng)a(mm)邊長(zhǎng)a(mm)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*295.186.607534.8644.1670.3020.385305.557.06

5、8039.4650.2480.3950.502*315.937.548544.5556.7239.3128a 280 82 7.5 31.4228b 280 84 9.5 35.8228c 280 86 11.540.2130a 300 85 7.5 34.4630b 300 87 9.5 39.1730c 300 89 11.5 43.8832a320 88 8 38.0832b 320 90 10 43.1032c 320 92 12 48.1336a 360 96 947.8136b 360 98 11 53.4636c 360 100 13 59.1140a 400 100 10.5

6、58.9240b400 102 12.5 65.2040c 400 104 14.5 71.488鋼直徑和方鋼邊長(zhǎng)及理論重量表表1-190.490.63326.318.049049.963.5100.610.78*336.718.559555.670.8*110.740.95347.139.0710061.678.5120.881.13*357.559.6210568.986.5131.041.3336363611074.695.0141.201.54388.9011.211581.5104151.381.77409.8712.512088.7113161.582.014210.813.812

7、596.3123171.782.274512.415.9130104.20133181.992.544814.218.0140120.84154192.222.825015.419.6150138.72177202.463.145317.322.1160157.83201212.72型號(hào)尺寸（mm）理論重量（kg/m）備注高度（h）腿寬度（b）腰厚度（d）10100684.511.26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a22

8、01107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.7653.46 *55 18.65 23.75 170 178.18 22722 2.984 3.80 *56 19.33 24.61 180 200.00 254*23 3.26 4.15 *58 20.74 26.41 190 223.00 2833.55 4.52 60 22.19

9、 28.26 200 247.00 3143.85 4.91 63 24.47 31.16 220 298.40 -4.17 5.30 *65 26.05 33.17 250 385.34 -注：1、表中的理論重量是按鋼的密度為7.85計(jì)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36a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.878

10、40c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189無縫鋼管理論重量外徑mm壁厚(mm)2.33.44.555.66.77.88.99.105555

11、555理論重量(kg/m)321.2.2.2.3.03.3.3.4.4.4.4.82154676533598509325374382.2.2.3.3.74.4.4.5.5.5.5.19599835207417405356492422.2.3.3.4.14.4.5.5.6.6.6.7.7.7.7.844893575656953369043871023268452.3.3.4.4.44.5.5.6.176.6.7.7.7.8.8.66211580499336775694306599323502.3.4.4.5.05.6.6.6.7.7.8.8.9.9.9.893480154555045197428

12、6297010496543.4.4.5.46.6.7.7.8.8.9.9.9.1010.773693904581061116085499.4853574.4.5.5.36.6.7.8.8.9.9.10101111.006223841995510631667.1.6.159753604.4.5.6.16.7.7.8.9.9.1010111112.2288526783999581571.2.8.3.833623634.5.5.6.57.7.8.9.9.101011121213.548188752187511475.3.9.5.1.6196535684.5.6.7.07.8.9.9.10111112

13、131314.815731577481786.5.1.8.4.1.73394701704.5.6.7.28.8.9.1010111212131414.9675517017547.1.8.5.2.8.5.1.88863947735.6.6.7.68.9.9.1011121213141415.180810381691.6.3.1.8.5.2.8546912218765.6.7.7.98.9.101111121314141516.4026103755.3.1.9.6.4.1.3.52864172578836.7.8.79.10111213131415161718.8679162.5.3.2.1.9.

14、8.6.4.20019626222897.8.9.31011121314151516171819.38388.3.3.2.2.1.0.9.7.7.6486382678863957.8.10.1112131415161718192020.99804.1.1.1.1.1.1.1.1.0.09604799863930881420.642.7361623.257101011.1213151617181920212324.8.249.7.9.0.2.4.5.7.8.9.017600974936781161012.1314151718192022232425.4.815.4.7.9.2.4.7.9.1.3

15、.465513.42837121801282221.7.2.71281112.1415171819202223242627.1.593.3.6.0.3.6.9.2.5.8.137423.0725899862122103433.5.7.912101213.591516171920222324262728.7.136.0.4.9.3.7.1.4.8.1.5853148022849335114241.8.0.01143.421358577.6.6.31361.591688860.5.8.81692.901912124.152191301222161678422175170型邊寬mm邊 厚mm理論重量

16、雇/m型邊寬mm邊 厚mm理 論 重 量 雇/m22030.8888086541011.8742.253：268.354457653.3034331990801046133 12.73 14.26 15.78 17.29 18.79 20.28 21.75 23.21 24.6626.1 27.52 28.93 30.33140 15.04 16.65 18.24 19.83 21.4 22.96 24.51 26.0427.57 29.08 30.57 32.66146 15.7 17.39 19.06 20.72 22.36 24.0 25.62 27.23 28.8230.41 31.9

17、8 33.54152 16.37 18.13 18.87 21.6 23.32 25.03 26.73 28.4130.08 31.74 33.39 35.02159 17.15 18.99 20.82 22.64 24.45 26.24 28.02 29.79 31.55 33.29 35.03 36.75168 20.1 22.04 23.97 25.89 27.79 29.69 31.57 33.4335.29 37.13 38.97180 21.59 23.7 25.75 27.7 29.87 31.91 33.93 35.9537.95 39.95 41.92194 23.31 25

18、.6 27.82 30.0 32.28 34.5 36.7 38.8941.06 43.23 45.38203 29.14 31.5 33.83 36.16 38.47 40.77 43.0645.33 47.59219 31.52 34.06 36.6 39.12 41.63 44.12 46.6149.08 51.45245 38.23 41.09 43.85 46.76 49.56 52.3855.17 57.95273 42.64 45.92 49.1 52.28 55.45 58.661.73 64.86299 53.91 57.41 60.89 64.37 67.8371.2732

19、5 58.74 62.54 66.35 70.14 73.9277.68351 67.67 71.8 75.91 80.01 84.1377 81.68 86.1 90.51 注：鋼管的理論重量（密度為7.85）按公稱尺寸計(jì)算，其計(jì)算公式為P=0.02466*S（D-S），式中：D為鋼管的公稱外徑（mm）； S為鋼管的公稱 壁厚（mm）?；y鋼板理論重量鋼板基本厚度（mm）紋高（mm）理論重量（雇/菱形 扁豆形 菱形 扁2.5 1.0 2.5 21.6 223 1.0 2.5 25.6 263.5 1.0 2.5 29.5 304 1.0 2.5 33.4 344.5 1.0 2.5 37.3

20、 385 1.5 2.5 42.3 425.5 1.5 2.5 46.2 466 1.5 2.5 50.1 507 2.0 2.5 59.0 8 2.0 2.5 66.8 65.8鋼絲繩理論重量(m)天然(雇人造纖維(雇直徑(mm)天然纖維(雇人造纖維(kg.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4.5 455 3.36911 110 7 11.96 3.985 8 13.5325 50 3 2.332 10 16.4 3.059 12 19.7825 3.77 14 22.86 4.46512.5 125 8 15.5045.6 56 3 2.624 10 19.1333.446 12 22.6964.251 14 26.16 6.56814 140 10 21.4886.3 63 4 3.907 12 25.5224.822 14 29.495.721 16 33.3938 7.469 16 160 10 24.729109.151 12 29.39177044.3721433.98755.3971638.51866.406181801233.15977.3981438.38388.37316435427.57555.8181848.63466.905202001442.89477.9761648.6889.031854.4011011.089206