版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡(jiǎn)介
1、FENGHAI.Network Information Technology Company.2020YEAR金屬材料理論重量表JINSHU CAILIAO LILUNZHONGLIANGBIAO2006年1月編制黑色金屬材料理論重量計(jì)算公式名稱單位計(jì)算公式附注圓鋼、盤條kg/mW=0.006165 x d?d=直徑(忖)螺紋鋼kg/mW=0.00617xd21=斷面直徑(HW)方鋼kg/mW=0.00785xd2d=邊寬(mm)扁鋼kg/mw=0.00785xdxbd=邊寬(rrm)(nm)六角鋼kg/mW=0.006798xd21二對(duì)邊距離(irm)八角鋼kg/mW=0.0065xd21=
2、對(duì)邊距離(mn)等邊角鋼kg/mW=0.00785xdx (2b-d) +0.215 (R-2r) b=邊寬d=邊厚1二內(nèi)弧半徑 匚端弧半徑不等邊角鋼kg/mW=0.00785xd (B+b-d) + 0.215 (R-2rJ)B=長(zhǎng)邊寬b=短邊寬d=邊厚口=內(nèi)弧半徑 匚端弧半徑槽鋼kg/mW=0.00785xhd+2t (b-d) + 0. 349 (R-r ) 14=高b=腿長(zhǎng) d=腰厚1=平均腿長(zhǎng)1二內(nèi)弧半徑匚端弧半徑工字鋼kg/mW=0.00785xLhd+2t (b-d) + 0. 8584 (R廣)J 14=高b=腿長(zhǎng) d=腰厚1=平均腿長(zhǎng)口二內(nèi)弧半徑 匚端弧半徑鋼板kg/mW=7
3、.85xbb=厚鋼管(無(wú)縫 及焊接鋼 管)kg/mW=0.02466xS (D-S) D=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0.2 0.7%之間),只能作為估算時(shí)的參考。11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 (d)6363404.86.70988()4358.04510100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a
4、180687.020023.00020a20073722.6372020075925.77722a22077724.9992222079928.45324a240787.026.86024b240809.030.62824c2408211.034.39625a25080727.41025b25082931.33525c250821135.26027a270827.530.83827b270849.535.07727c2708611.539.31628a280827.531.42728b280849.535.82328c2808611.540.21930a300857.
5、534.46330b300879.539.17330c3008911.543.88332a32088838.08332b320901043.10732c320921248.13136a36096947.81436b360981153.46636c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488圓鋼直徑和方鋼邊長(zhǎng)及理論重量表表1-1圓鋼直徑d 方南邊長(zhǎng)a (mm)理論重量 (kg/m)圓鋼方鋼5.50.1860.23760.2220.2386.50.2600.33270.3020.38580.3950.
6、50290.4990.636100.6170.785*110.7460.950120.8881.13131.0431.33141.2091.54151.3881.7716L582.01171.7832.2718L9992.54192.2272.82202.4683.14212.723.46222.9843.80*233.264.15243.554.52253.854.91264.175.30圓鋼直徑d 方輛邊長(zhǎng)a (mm)理論重量 (kg/ni)圓鋼方鋼*274.495.72284.836.15*295.186.60305.557.06*315.937.54326.318.04*336.718
7、.55347.139.07*357.559.62363636388.9011.24409.8712.564210.8713.854512.4815.904814.2118.0950154219.635317.3022.10*5518.6523.75*5619.3324.61*5820.7426.416022.1928.266324.4731.16*6526.0533.17圓鋼直徑d 方鋼邊長(zhǎng)a (mm)理論重量 (kg/m)圓鋼方鋼*6828.5136.307030.2138.477534.8644.168039.4650.248544.5556.729049.9463.599555.6470
8、.8510061.6578.5010568.9786.5011074.6095.0011581.510412088.7811312596.33123130104.20133140120.84154150138.72177160157.8320117017800254190223.00283200247.00314220298.40250385.34一注: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。工字鋼理論重量型
9、號(hào)尺寸(mm)理論重量 (kg/m)備注高度 (h)腿寬度 (b)腰厚度 (d)10100684.51L26112.6126745.014.22314140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.741
10、32c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.010935456a56016612.510631656b56016814.5115.10856c56017016.512
11、3.9063a63017613.0121.40763b63017815.0131.29863c63018017.014L189無(wú)縫鋼管理論重量外 徑 mm壁厚 (mm)2.533544.555.566.577.588.599.510理論重量(kg/m)321.822.152462763053.333.593.854.094.324.53174382.192.592.983.353.724.074.41-1745.055.355.615.92一422.442.893.353.754.164.564955.335.696.016.38a 717.027.327.67.88452.623.113.5
12、84.014.494.985.365.776176.566.917.30767.99&32&63502空3.484.014 M5.055.歷6016516.9Z7.427.868.29&沁9.109.499.86543.774.364.935.496.016.587.107.689.519.9910.4310.王574.004.625.235.更6416.997.55a io8.639.169.6710.1710.6511.1311.59604.224.885.526.166./B7.397.998.589.159.7110.2610.811.3211.83123363.
13、54.485.185.876.557.217.8/8.519.149.7510.3610.9611.53121126513.19684.815.576.317.057.77& 489.179.8610.5311.1911. SI12.4713.1013.7114.3704.965.66.517.278.018.759.4710.1810.8811.5612.2312.8913.5114.171-1.8735.186.06.817.608.389.169.9110.6611.3912.1112.8213.5214.2114.155765.406.367.107.938.萬(wàn)9.510.3611.1
14、411.9112.6713.4214.1514.3715.5816.28836.867.79&719.6210.5111.39122613.1213.9614.815.62164217.2218.00897.388.389.3810.3611.33122813.2214.1615.0715.9816.7817.761&6319.48957.98.9810.0111.1012.1413.1714.1915.1916.1817.161a1319.0920.0320.961028.仿9.6710.8211.9613.09142115.3116.4017.4818.5519.620.6121.6722
15、.6910810.2611.4912.7013.9015.0916.2717.4418.5919.7320.8621.9723.082117114一10.85121513.41147215.9817.2318.4719.720.9122.1223.3124.4825.651211112931-13015.6717.021&3519.6820.9922.2923.5821862&1227.3712712.1311.3915.0116.4817.9019.3220.7222.123.482426.1927.532&8513312.73142615.7817.291&7920.2821.7523.2
16、124.6626.127.522a9330.3314015.0116.651&2419.8321.422.9624.5126.0127.5729.0830.5732.6614615.717.3919.0620.7223621025.6227.2328.8230.4131.9833515216.3718.131aH721.623.3225.0326.7328.4130.0831.7433.3935.0215917.151a9920.82這61214526.2428.0229.7931.5533.2935.0336.7516820.122.0123.9725.8927.7929.6931. oZ3
17、3.4335.2937.1338.9718021.5923.725.7527.729.8731.9133.9335.9537.9539.9541.9219423.3125.627.8230.032.28M536.738.8941.0643.2345.3820329.1431.533.8336.1638.4740.7743.0645.3347.5921931.5234.0636.639.1241.63411246.6149.0851.4524538.2341.0943.8546.7649.5652.3855.1757.95273426145.9249.152.2855.4558.661.7361
18、8629953.9157.4160.89643767.8371.2732558.7462.5166.3570.1473.9277.6835167.6771.875.9180.01&L137781.6886.190.51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(面)。花紋鋼板理論重量鋼板基 本厚度 (mm)紋高(mm)理論重量(kg/rr?)菱形扁豆形菱形扁豆形2.51.02.521.622.631.02.525.62.529.530.541.02.533.434
19、.44.51.02.537.338.351.52.542.32.546.246.261.52.52.559.05882.02.566.865.8絲繩理論重量直徑 (nrn)天然纖維 (kg/100m)人造纖維 (kg/100m)613.012.7823.122.51036.135.81143.742.61361.059.51692.490.11913012722175170直徑 (rrm)天然纖維 (kg/100m)人造纖維 (kg/100m)822.221.71034.733.91142.041.01358.657.31688.886.819125
20、12222168164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(hào)邊寬小邊厚而1理論重量kg/m22030.88941.1452.52531.12441.4593.03031.37341.7863.63631.65642.16352.65444031.85242.42252.9764.54532.08842.73653.36963.98555032.33243.05953.7764.4655.65632.62443.44654.25166.5686.36343.90754.82265.72187.469109.15177044.37255.39766.406型號(hào)邊寬面邊厚
21、mm理論重量kg/m88089.6581011.87499068.3579.656810.9461013.4761215.941010069.366710.83812.2761015.121217.8981420.6111623.25711110711.928813.5321016.691219.7821422.80912.5125815.5041019.1331222.6961426.193141401021.4881225.5221429.491633.393161601024.7291229.3911433.9871638.518181801233.15977.3981438.38388.37316435427.57555.8181848.63466.905202001442.89477.9761648.6889.031854.4011011.0892060.0
溫馨提示
- 1. 本站所有資源如無(wú)特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。
最新文檔
- 《大九湖泥炭地?fù)u蚊亞化石分布及其環(huán)境意義》
- 2024年建筑消防改造施工合同
- 2024年新型混凝土路面施工合同
- 2024-2030年礦物瀝青混合機(jī)器公司技術(shù)改造及擴(kuò)產(chǎn)項(xiàng)目可行性研究報(bào)告
- 2024-2030年版中國(guó)老健康服務(wù)行業(yè)運(yùn)營(yíng)管理模式及投資規(guī)劃建議報(bào)告
- 2024-2030年版中國(guó)建筑檢測(cè)行業(yè)發(fā)展?jié)摿巴顿Y規(guī)模分析報(bào)告
- 2024-2030年水性建筑晴雨漆搬遷改造項(xiàng)目可行性研究報(bào)告
- 2024-2030年新版中國(guó)金香品雪項(xiàng)目可行性研究報(bào)告
- 2024-2030年新版中國(guó)刀刨具項(xiàng)目可行性研究報(bào)告
- 2023年多通道腦電圖機(jī)投資申請(qǐng)報(bào)告
- 2024年消防月全員消防安全知識(shí)專題培訓(xùn)-附20起典型火災(zāi)案例
- A760(761)E自動(dòng)變速器ppt課件
- 建設(shè)工程施工現(xiàn)場(chǎng)項(xiàng)目管理人員解鎖申請(qǐng)表
- 防呆法(防錯(cuò)法)Poka-Yoke
- 田徑運(yùn)動(dòng)會(huì)徑賽裁判法PPT課件
- 學(xué)科帶頭人推薦報(bào)告
- 醫(yī)學(xué)影像技術(shù)試題
- 單相接地電容電流的計(jì)算分析1
- (完整word版)A4紅色稿紙模板.doc
- 群眾問題訴求臺(tái)帳.doc
- 高強(qiáng)Q460鋼焊接作業(yè)指導(dǎo)書
評(píng)論
0/150
提交評(píng)論