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、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名稱單位計(jì)算公式附注圓鋼、盤條/mW=0.006165×d2 d=直徑()螺紋鋼/mW=0.00617×d2 d=斷面直徑()方鋼/mW=0.00785×d2 d=邊寬()扁鋼/mW=0.00785×d×b d=邊寬() b=厚()六角鋼/mW=0.006798×d2 d=對(duì)邊距離()八角鋼/mW=0.0065×d2 d=對(duì)邊距離()等邊角鋼/mW=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、不等邊角鋼/mW=0.00785×d(B+b-d)+ 0.215(R2-2r2) B=長(zhǎng)邊寬 b=短邊寬 d=邊厚 R=內(nèi)弧半徑 r=端弧半徑槽鋼/mW=0.00785×hd+2t(b-d)+ 0.349(R2-r2)H=高 b=腿長(zhǎng) d=腰厚 t=平均腿長(zhǎng) R=內(nèi)弧半徑 r=端弧半徑工字鋼/mW=0.00785×hd+2t(b-d)+ 0.8584(R2-r2) H=高 b=腿長(zhǎng) d=腰厚 t=平均腿長(zhǎng) R=內(nèi)弧半徑 r=端弧半徑鋼板/W=7.85×b b=厚鋼管(無縫及焊接鋼管)/mW=0.02466×S(D-S) D=外徑 S=壁厚注:由
3、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(d)6.363404.86.7098804358.04510100485.310.00712.6126535.512.31814a14058614.53514b14060816.73316a160636.517.24016160658.519.75218a180687.020023.00020a20073722.6372020075925.77722
4、a22077724.9992222079928.45324a240787.026.86024b240809.030.62824c2408211.034.39625a25080727.41025b25082931.33525c250821135.26027a270827.530.83827b270849.535.07727c2708611.539.31628a280827.531.42728b280849.535.82328c2808611.540.21930a300857.534.46330b300879.539.17330c3008911.543.88332a32088838.08332b3
5、20901043.10732c320921248.13136a36096947.81436b360981153.46636c3601001359.11840a40010010.558.92840b40010212.565.20840c40010414.571.488圓鋼直徑和方鋼邊長(zhǎng)及理論重量表表1-1圓鋼直徑d方鋼邊長(zhǎng)a ()理 論 重 量(/m)圓鋼直徑d方鋼邊長(zhǎng)a()理 論 重 量(/m)圓鋼直徑d方鋼邊長(zhǎng)a()理 論 重 量(/m)圓鋼方鋼圓鋼方鋼圓鋼方鋼5.50.1860.237*274.495.72*6828.5136.3060.2220.238284.836.157030.213
6、8.476.50.2600.332*295.186.607534.8644.1670.3020.385305.557.068039.4650.2480.3950.502*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*357.559.6210568.9786.50131.0431.3336363611074.6095.00141.2091.54388.9011.2411
7、581.5104151.3881.77409.8712.5612088.78113161.582.014210.8713.8512596.33123171.7832.274512.4815.90130104.20133181.9992.544814.2118.09140120.84154192.2272.825015.4219.63150138.72177202.4683.145317.3022.10160157.83201212.723.46*5518.6523.75170178.18227222.9843.80*5619.3324.61180200.00254*233.264.15*582
8、0.7426.41190223.00283243.554.526022.1928.26200247.00314253.854.916324.4731.16220298.40-264.175.30*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)10100684.511.26112.6126745.014.2231
9、4140805.516.8901616088620.51318180946.524.11320a2001007.027.92920b2001029.031.06922a2201107.533.0722b2201129.536.52425a2501168.038.10525b25011810.042.0328a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.3
10、4140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.4245b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.9063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189無縫鋼管理論重量
11、外徑壁 厚 ()2.533.544.555.566.577.588.599.510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.
12、545.055.556.046.516.977.427.868.298.709.109.499.86543.774.364.935.496.046.587.107.618.118.69.089.549.9910.4310.85574.004.625.235.386.416.997.558.108.639.169.6710.1710.6511.1311.59604.224.885.526.166.787.397.998.589.159.7110.2610.811.3211.8312.3363.54.485.185.876.557.217.878.519.149.7510.3610.9511.53
13、12.112.6513.19684.815.576.317.057.778.489.179.8610.5311.1911.8412.4713.1013.7114.3704.965.756.517.278.018.759.4710.1810.8811.5612.2312.8913.5414.1714.8735.186.06.817.608.389.169.9110.6611.3912.1112.8213.5214.2114.8815.54765.406.267.107.938.759.510.3611.1411.9112.6713.4214.1514.3715.5816.28836.867.79
14、8.719.6210.5111.3912.2613.1213.9614.815.6216.4217.2218.00897.388.389.3810.3611.3312.2813.2214.1615.0715.9816.7817.7618.6319.48957.98.9810.0411.1012.1413.1714.1915.1916.1817.1618.1319.0920.0320.961028.059.6710.8211.9613.0914.2115.3116.4017.4818.5519.620.6421.6722.6910810.2611.4912.7013.9015.0916.2717
15、.4418.5919.7320.8621.9723.0824.1711410.8512.1513.4414.7215.9817.2318.4719.720.9122.1223.3124.4825.6512111.5412.9314.3015.6717.0218.3519.6820.9922.2923.5824.8626.1227.3712712.1313.5915.0416.4817.9019.3220.7222.123.4824.8426.1927.5328.8513312.7314.2615.7817.2918.7920.2821.7523.2124.6626.127.5228.9330.
16、3314015.0416.6518.2419.8321.422.9624.5126.0427.5729.0830.5732.6614615.717.3919.0620.7222.3624.025.6227.2328.8230.4131.9833.5415216.3718.1318.8721.623.3225.0326.7328.4130.0831.7433.3935.0215917.1518.9920.8222.6424.4526.2428.0229.7931.5533.2935.0336.7516820.122.0423.9725.8927.7929.6931.5733.4335.2937.
17、1338.9718021.5923.725.7527.729.8731.9133.9335.9537.9539.9541.9219423.3125.627.8230.032.2834.536.738.8941.0643.2345.3820329.1431.533.8336.1638.4740.7743.0645.3347.5921931.5234.0636.639.1241.6344.1246.6149.0851.4524538.2341.0943.8546.7649.5652.3855.1757.9527342.6445.9249.152.2855.4558.661.7364.8629953
18、.9157.4160.8964.3767.8371.2732558.7462.5466.3570.1473.9277.6835167.6771.875.9180.0184.137781.6886.190.51注:鋼管的理論重量(密度為7.85)按公稱尺寸計(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();S為鋼管的公稱壁厚()。花紋鋼板理論重量鋼板基本厚度()紋高()理論重量(/)菱形扁豆形菱形扁豆形2.51.02.521.622.631.02.525.626.63.51.02.529.530.541.02.533.434.44.51.02.537.338.351
19、.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(/100m)人造纖維(/100m)直徑()天然纖維(/100m)人造纖維(/100m)613.012.7822.221.7823.122.51034.733.91036.135.81142.041.01143.742.61358.657.31361.059.51688.886.81692.490.119125122191301272216816422175170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
20、重量型號(hào)邊寬邊厚理論重量/m型號(hào)邊寬邊厚理論重量/m22030.88988089.65841.1451011.8742.52531.12499068.3541.45979.6563.03031.373810.94641.7861013.4763.63631.6561215.9442.1631010069.36652.654710.8344031.852812.27642.4221015.1252.9761217.8984.54532.0881420.61142.7361623.25753.36911110711.92863.985813.53255032.3321016.6943.059121
21、9.78253.771422.80964.46512.5125815.5045.65632.6241019.13343.4461222.69654.2511426.19366.568141401021.4886.36343.9071225.52254.8221429.4965.7211633.39387.469161601024.729109.1511229.39177044.3721433.98755.3971638.51866.406181801233.15977.3981438.38388.37316435427.57555.8181848.63466.905202001442.89477.9761648.6889.031854.4011011.089206
溫馨提示
- 1. 本站所有資源如無特殊說明,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
- 2025農(nóng)村離婚協(xié)議范本
- 足部皸裂病因介紹
- (分析)白玉開采項(xiàng)目立項(xiàng)申請(qǐng)報(bào)告
- (2024)新能源智能裝備建設(shè)項(xiàng)目可行性研究報(bào)告寫作模板(一)
- (2024)電子商務(wù)新城可行性研究報(bào)告申請(qǐng)建議書(一)
- 山東省菏澤市鄆城縣第一中學(xué)2023-2024學(xué)年七年級(jí)上學(xué)期第一次月考生物試題(原卷版)-A4
- 2023-2024學(xué)年天津市部分區(qū)高三(上)期末語文試卷
- 2023年鈹項(xiàng)目融資計(jì)劃書
- 2023年鞋用乳液膠粘劑項(xiàng)目融資計(jì)劃書
- 安全培訓(xùn)課件-安全管理
- 2023年CQE客訴工程師年度總結(jié)及下年規(guī)劃
- 2023年秋季國(guó)家開放大學(xué)-02272-數(shù)據(jù)結(jié)構(gòu)(本)期末考試題帶答案
- 有限空間消防水箱應(yīng)急預(yù)案
- 江西省三新協(xié)同教研共同體2023-2024學(xué)年高一上學(xué)期12月聯(lián)考物理試卷(解析版)
- 籃球原地單手肩上投籃 教案(表格式)
- 2021-2022學(xué)年廣東省廣州市天河區(qū)八年級(jí)(上)期末英語試卷
- 慶祝澳門回歸24周年主題班會(huì)
- 特種設(shè)備使用單位日管控、周排查、月調(diào)度示范表
- 三角函數(shù)歷史與發(fā)展
- 形式邏輯新解智慧樹知到課后章節(jié)答案2023年下上海財(cái)經(jīng)大學(xué)
- 系統(tǒng)集成項(xiàng)目總體服務(wù)方案
評(píng)論
0/150
提交評(píng)論