新規(guī)范最小配箍率和配箍計(jì)算表_第1頁
新規(guī)范最小配箍率和配箍計(jì)算表_第2頁
新規(guī)范最小配箍率和配箍計(jì)算表_第3頁
新規(guī)范最小配箍率和配箍計(jì)算表_第4頁
新規(guī)范最小配箍率和配箍計(jì)算表_第5頁
已閱讀5頁，還剩1頁未讀， 繼續(xù)免費(fèi)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(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

1、 d681012141618202225500.5651.0051.5712.2623.0794.0215.0896.2837.6039.818750.3770.6701.0471.5082.0532.6813.3934.1895.0686.5451000.2830.5030.7851.1311.5392.0112.5453.1423.8014.9091250.2260.4020.6280.9051.2321.6082.0362.5133.0413.9271500.1880.3350.5240.7541.0261.3401.6962.0942.5343.2722000.1410.2510.39

2、30.5650.7701.0051.2721.5711.9012.4542500.1130.2010.3140.4520.6160.8041.0181.2571.5211.963表3.2梁箍筋面積配筋率（、b=250、雙肢箍）d681012141618202225500.4520.8041.2571.8102.4633.2174.0725.0276.0827.854750.3020.5360.8381.2061.6422.1452.7143.3514.0555.2361000.2260.4020.6280.9051.2321.6082.0362.5133.0413.9271250.1810.3

3、220.5030.7240.9851.2871.6292.0112.4333.1421500.1510.2680.4190.6030.8211.0721.3571.6762.0272.6182000.1130.2010.3140.4520.6160.8041.0181.2571.5211.9632500.0900.1610.2510.3620.4930.6430.8141.0051.2161.571表3.3梁箍筋面積配筋率（、b=300、雙肢箍）d681012141618202225500.3770.6701.0471.5082.0532.6813.3934.1895.0686.545750.

4、2510.4470.6981.0051.3681.7872.2622.7933.3794.3631000.1880.3350.5240.7541.0261.3401.6962.0942.5343.2721250.1510.2680.4190.6030.8211.0721.3571.6762.0272.6181500.1260.2230.3490.5030.6840.8941.1311.3961.6892.1822000.0940.1680.2620.3770.5130.6700.8481.0471.2671.6362500.0750.1340.2090.3020.4110.5360.6790.

5、8381.0141.309表3.4梁箍筋面積配筋率（、b=350、雙肢箍）d681012141618202225500.3230.5740.8981.2931.7592.2982.9083.5904.3445.610750.2150.3830.5980.8621.1731.5321.9392.3942.8963.7401000.1620.2870.4490.6460.8801.1491.4541.7952.1722.8051250.1290.2300.3590.5170.7040.9191.1631.4361.7382.2441500.1080.1910.2990.4310.5860.7660

6、.9691.1971.4481.8702000.0810.1440.2240.3230.4400.5740.7270.8981.0861.4032500.0650.1150.1800.2590.3520.4600.5820.7180.8691.122表3.5梁箍筋面積配筋率（、b=400、雙肢箍）d681012141618202225500.2830.5030.7851.1311.5392.0112.5453.1423.8014.909750.1880.3350.5240.7541.0261.3401.6962.0942.5343.2721000.1410.2510.3930.5650.770

7、1.0051.2721.5711.9012.4541250.1130.2010.3140.4520.6160.8041.0181.2571.5211.9631500.0940.1680.2620.3770.5130.6700.8481.0471.2671.6362000.0710.1260.1960.2830.3850.5030.6360.7850.9501.2272500.0570.1010.1570.2260.3080.4020.5090.6280.7600.982d681012141618202225500.2510.4470.6981.0051.3681.7872.2622.7933.

8、3794.363750.1680.2980.4650.6700.9121.1911.5081.8622.2532.9091000.1260.2230.3490.5030.6840.8941.1311.3961.6892.1821250.1010.1790.2790.4020.5470.7150.9051.1171.3521.7451500.0840.1490.2330.3350.4560.5960.7540.9311.1261.4542000.0630.1120.1750.2510.3420.4470.5650.6980.8451.0912500.0500.0890.1400.2010.2740.3570.4520.5590.6760.873表3.7梁箍筋面積配筋率（、b=500、雙肢箍）d681012141618202225500.2260.4020.6280.9051.2321.6082.0362.5133.0413.927750.1510.2680.4190.6030.8211.0721.3571.6762.0272.6181000.1130.2010.3140.4520.6160.8041.0181.2571.5211.9631250.0900.1610.2510.3620.4930.6430.8141.0051.2161.5711500.0750.1340.209

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(hù)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(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)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(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