H型鋼理論重量表_第1頁
H型鋼理論重量表_第2頁
H型鋼理論重量表_第3頁
H型鋼理論重量表_第4頁
H型鋼理論重量表_第5頁
已閱讀5頁,還剩6頁未讀, 繼續(xù)免費閱讀

下載本文檔

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),請進行舉報或認領(lǐng)

文檔簡介

1、H型鋼規(guī)格表1類別規(guī)格單位重量kg/m截面面積 mm2采購HW100*100*6*817.221.9125*125*6.5*923.830.31150*150*7*1031.940.55175*175*7.5*1140.351.43200*200*8*1250.564.28200*204*12*1256.772.28250*250*9*1472.492.18#250*255*14*1482.2104.7難#294*302*12*1285108.3難300*300*10*1594.5120.4300*305*15*15106135.4344*348*10*16115146350*350*12*1

2、9137173.9388*402*15*15141179.2難394*398*11*18147187.6難400*400*13*21172219.5400*408*21*21197251.5414*405*18*28233296.5428*407*20*35284361.4458*417*30*50415529.3難498*432*45*70605770.8難HM148*100*6*921.427.25194*150*6*931.239.76244*175*7*1144.156.24294*200*8*1257.373.03340*250*9*1479.7101.5390*300*10*161

3、07136.7440*300*11*18124157.4482*300*11*15115146.4488*300*11*18129164.4582*300*12*17137174.5588*300*12*20151192.5594*302*14*23175222.4萊鋼類別規(guī)格單位重量kg/m截面面積 mm2采購100*50*5*79.5412.16難125*60*6*813.317.01難150*75*5*714.318.16175*90*5*818.223.21198*99*4.5*718.523.59200*100*5.5*821.727.57HN248*124*5*825.832.89

4、250*125*6*929.737.87298*149*5.5*832.641.55300*150*6.5*937.347.53346*174*6*941.853.19350*175*7*115063.66400*150*8*1355.871.12萊鋼396*199*7*1156.772.16400*200*8*136684.12450*150*9*1465.583.41萊鋼446*199*8*1266.784.95450*200*9*1476.597.41500*150*10*1677.198.23萊鋼496*199*9*1479.5101.3500*200*10*1689.6114.250

5、6*204*11*19103131.3596*199*10*1595.1121.2600*200*11*17106135.2606*200*12*20120153.3692*300*13*20166211.5700*300*13*24185235.5792*300*14*22191243.4800*300*14*26210267.4890*299*15*23213270.9900*300*16*28243309.8912*302*18*34286364難H型鋼規(guī)格表2類別型號截面尺寸(mm)截面面積cm2理論重量kg/m截面特性參數(shù)慣性矩(cm4)慣性半徑(cm)截面模數(shù)(cm3)(高度X寬度

6、)hxbt1t2 rlxIyixiyWxWyHW100X 100100X 100r681021.917.23831344.182.47 -6526.7125X 125125X 1256.5 91030.3123.88472945.293.11 13647175X 175150X 15071013 40.5531.916605646.393.73 :>2175.1175X 175175X 1757.5 11 1351.4340.329009847.54.37 :112200X200200X 20081216 64.2850.5477016008.614.99 477160200X 2041

7、21216 72.2856.7503017008.354.85 5i03167250X250250X 25091416 92.1872.410800365010.86.29 8567292250X 255141416 104.782.211500388010.56.09 9)19304300X300294X 302121220 108.38517000552012.57.14 1160365300X 300101520 120.494.520500676013.17.49 1370450300X 305151520 135.410621600710012.67.24 1440466350X35

8、0344X 348101620 146115333001120015.18.78 1940646350X 350121920 173.9137403001360015.28.84 :>300776400X 40 0388X402151524 179.2141492001630016.69.52 :>540809394X 398111824 187.6147564001890017.3102860951400X400132124 219.5172669002240017.510.1 353401120414X 405182824 296.2233930003100017.710.2

9、4L4901530400X408212124 251.5197711002380016.89.73 :55601170428 X 407203524 -61.428411900039400 18.210.4 5)5801930HM150X 100148X 100691327.2521.410401516.172.35 14030.2200X150194X 150691639.7631.227405088.33.57 :>8367.7250X 175244X1 7571116 56.2444.1612098510.44.18 5i02113300X200294X20081220 73.03

10、57.311400160012.54.69 -79160350X250340X25091420 101.579.721700365014.661280292400X300390X 300101624 136.710738900721016.97.26 :>000481450X300440X 300111824 157.412456100811018.97.18 :>550541500X 300482X 300111528 146.411560800677020.46.82520451488X 300111828 164.412971400812020.87.03 :>9305

11、41600X300582X 300121728 174.5137103000767024.36.63 :5530511588X 300122028 192.5151118000902024.86.85 4L020601594X 302142328 222.41751370001060024.96.94620701HN175X 90175X 90581023.2118.2122097.67.262.05 14021.7200X100198X 994.5 71323.5918.516101148.272.216323200X 1005.5 81327.5721.718801348.252.21 1

12、8826.8250X 125248 X 124581332.8925.8356025510.42.78 :>8741.1250X 125691337.8729.7408029410.42.79 :52647300X 150298X 1495.5 81641.5532.6646044312.43.26 4L3359.4300X 1506.5 91647.5337.3735050812.43.27 4L9067.7350X 175346X174691653.1941.81120079214.53.86 6)4991350X17571116 63.66501370098514.73.93 -,

13、82113400X 150400 X 15081316 71.1255.81880073416.33.21 9)4297.9400X 200396X19971116 72.1656.720000145016.74.48 1010145400X20081316 84.126623700174016.84.54 1190174450X150450 X 15091420 83.4165.527100793183.08 1200106450X200446X 19981220 84.9566.7290000158018.54.31 1300159450X20091420 97.4176.53370018

14、7018.64.38 1500187500X200496X19991420 101.379.541900184020.34.27 1690185500X200101620 114.289.647800214020.54.33 1910214506X201111920 131.310356500258020.84.43 :>230257600X200596X199101524 121.295.169300198023.94.04 :>330199600X200111724 135.210678200228024.14.11 2>610228606X201122024 153.3

15、12091000272024.44.21 35000271700X300692X 300132028 211.5166172000902028.66.53 4L980602700X 300132428 235.51852010001080029.36.78 5i760722800X300729X 300142228 243.4191254000993032.36.39 6)400662800X 300142628 267.421029200011700336.62 -,290782截面特性參數(shù)表面面積m2/m型號截面尺寸(mm)(高度HXBX寬度)截面面積tcm22kg/慣性半徑截面模數(shù)慣性矩

16、(cm4)(cm)(cm3)lxlyixiyWx Wy表m2/200X 20250X 25300X 30350X 35400X 40200X 20244 X 25250X 25294 X 30300 X 30300 X 30338 X 35344 X 35350 X 35350 X 35388 X 40394 X 40400 X 4072.282.0104.108.120.135.135.166.173.198.179.215.219.56.64.82.8594.1061061311371561411691728.34.8503087901150017000205002160028200353

17、004030042800492005990066900170029403880552067607110938011801360144016302000224010.10.12.13.12.14.14.15.14.16.16.17.5.96.07.17.47.28.38.48.88.59.59.610.5037209191151371441672052302452543043341672333043654504665356697768098099861121.41.41.71.71.72.02.02.02.02.32.32.303145051003414X 40122296.23393000310017.10.4491532.358842072007400 X 40222251.19771100238016.9.73561172.381145083005428 X 40232361.28411900394018.10.5581932.4705440024001."#"表示的規(guī)格為非常規(guī)格2."*"表示的規(guī)格,目前國內(nèi)尚未生產(chǎn)注:3.型號屬于同一范圍的產(chǎn)品,其內(nèi)側(cè)尺寸高度是一致的。4.截面面積計算公式為"t1(H-2 t2)+2Bt2

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. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論