em 1110-2-2104 水工鋼筋混凝土結(jié)構(gòu)強度設計規(guī)范-校

1、水工鋼筋混凝土結(jié)構(gòu)強度設計規(guī)范 水工鋼筋混凝土結(jié)構(gòu)強度設計規(guī)范( EM 1110-2-2104)2003 年修訂版 年修訂版美國陸軍工程師團 美國陸軍工程師團目 錄第一章 前言.............................................................................................................................

2、.......31-1 用途 ....................................................................................................................................31-2 適用性 ................................................................

3、................................................................31-3 參考文獻 ............................................................................................................................31-4 背景 ..............

4、......................................................................................................................41-5 一般規(guī)定 ............................................................................................

5、................................51-6 范圍 ....................................................................................................................................51-7 計算機程序 .....................................

6、...................................................................................51-8 廢除 .................................................................................................................................

7、...6第二章 配筋的細部設計................................................................................................................72-1 概述 ....................................................................................

8、................................................72-2 質(zhì)量 ....................................................................................................................................72-3 錨固、鋼筋錨固和接頭 ................

9、....................................................................................72-4 吊鉤與彎鉤 ........................................................................................................................72-5

10、鋼筋間距 ............................................................................................................................72-6 鋼筋的混凝土保護 .............................................................................

11、...............................82-7 搭接 ....................................................................................................................................82-8 溫度和收縮鋼筋 ....................................

12、............................................................................9第三章 強度及適用性..................................................................................................................103-1 總則 .........

13、.........................................................................................................................103-2 穩(wěn)定性分析 .......................................................................................

14、...............................103-3 強度要求 ..........................................................................................................................113-4 鋼筋的設計強度 ..........................................

15、....................................................................143-5 最大受拉鋼筋 ..................................................................................................................143-6 偏差與開裂的控制 ..........

16、................................................................................................153-7 墻的最小厚度 ...............................................................................................................

17、...15第三章 強度及適用性條文說明..................................................................................................16C.3-1 總則............................................................................................

18、...................................16C.3-2 穩(wěn)定性分析...................................................................................................................18C.3-3 強度要求.............................................

19、...........................................................................19第四章 彎曲和軸向荷載..............................................................................................................234-1 設計假定和一般規(guī)定 .....

20、..........................................................................................234-2 受彎和受壓能力——僅對受拉鋼筋 ..............................................................................234-3 受彎和受壓能力——受拉和受壓鋼筋 .......

21、...................................................................254-4 受彎和受拉能力 ..............................................................................................................264-5 雙軸彎曲和軸向荷載 .............

22、.........................................................................................27第五章 剪力..........................................................................................................................