EM 1110-2-2105 液压钢结构设计(英文版).pdf

1110,em,国外手册
文档页数:50
文档大小:1.53MB
文档格式:pdf
文档分类:国外手册
上传会员:
上传日期:
最后更新:

CECW-ED Department of the Ammy EM 1110-2-2105U.S. Army Corps of Engineers Washington DC 20314-1000Engineer Manual 31 March -2-2105Engineering and DesignDESIGN OF HYDRAULIC STEELSTRUCTURESDistributionRestrictionStatementApproved for public release; distribution isunlimited.

U.S.Army Corps of Engineers DEPARTMENT OF THEARMY Washington DC 20314-1000

ManualNo.1110-2-2105

DESIGN OFHYDRAULICSTEEL Engineering andDesign STRUCTURES

1. This Change 1 to EM-1110-2-2105 31 March 1993 updates Appendix H.

2. Substitute the attached pages as shown below:

Remove page Insert pageii iiA-1 and A-2 A-1 and A-2H-1 H-1

3. File this change shet in front of the publication for reference purposes.

FOR THE COMMANDER:

U.S.ARMYCORPSOFENGINEERS DEPARTMENT OFTHE ARMY Washington DC 20314-1000

31 March 1993

DESIGNOFHYDRAULICSTEEL Engineering andDesign STRUCTURES

1. Purpose. This manual prescribes guidance for designing hydraulic steel structures (HSS) by loadand resistance factor design (LRFD) and guidance for fracture control. Allowable stress design (ASD)guidance is provided as an alternative design procedure or for those structure types where LRFD criteria have yet to be developed.

2. Applicability. This manual applies to HQUSACE/OCE elements major subordinate mands projects.

FOR THE COMMANDER:

ManualNo.1110-2-2105

Subject

Chapter1

IntroductionPurpose Applicability 1-1 1-2 1-1 1-1References 1-3 1-1Background Commentary on Paragraph 1-4 1-4 1-1Background 1-5 1-1

Chapter 2

General Considerations

Limit States 2-1 2-1Corrosion Dynamic Loading 2-2 2-3 2-1 2-1Inspection and Maintenance 2-4 2-1Deviations from Prescribed Design 2-5 2-1Commentary on Paragraph 2-2 Corrosion 2-6 2-1Loading Commentary on Paragraph 2-3 Dynamic 2-7 2-2

Chapter3

Load and Resistance Factor Design

Design Basis General . 3-1 3-2 3-1 3-1Strength Requirements Reliability Factors for HSS 3-3 3-4 3-1 3-1Serviceability Requirements 3-5 3-1Fatigue and Fracture Control Commentary on Paragraph 3-2 Design 3-6 3-2Basis 3-7 3-2

U.S.ARMYCORPSOFENGINEERS DEPARTMENT OF THEARMY Washington DC 20314-1000

DESIGN OFHYDRAULIC STEEL Engineeringand Design STRUCTURES

Table of Contents

Chapter 4

Allowable Stress Design

Chapter5

Connections and Details

Commentary on Paragraph 3-4 Reliability Factors for HSS 3-8 3-2Commentary on Paragraph 36 Fatigue and Fracture Control 3-33-9

Design Basis General . 4-1 4-2 4-1 4-1Load and Stress Requirements 4-3 4-1og suoo sad SSH Allowable Stresses . 4-4 4-1Serviceability Requirements Fatigue and Fracture Control 4-5 4-6 4-1 4-1Commentary on Paragraph 4-3 Load and Stress Requirements 4-7 4-2Modifications for Allowable Stresses 4-8 4-2

Design Considerations General . 5-1 5-2 5-1 5-1Bolted Connections Welded Connections . 5-3 5-4 5-1 5-1Commentary on Paragraph 5-1 General 5-5 5-1Commentary on Paragraph 5-2 Design Considerations 5-6 5-2

Change1 EM 1110-2-2105

31 May 94

Commentary on Paragraph 5-3 BoltedConnections 5-7Commentary on Paragraph 5-4 Welded Connections 5-8

Appendix A References

Appendix BLoad and Resistance Factor Design Criteria for Miter Gates

Appendix CTainter Gates

Appendix DTainter Valves

Appendix FVertical Lift Gates (Lock and Crest)

Appendix GHydroelectric and Pumping Plants

Appendix H Flood Closure Structures

Appendix 1Miscellaneous Hydraulic Steel Structures

资源链接请先登录(扫码可直接登录、免注册)
①本文档内容版权归属内容提供方。如果您对本资料有版权申诉,请及时联系我方进行处理(联系方式详见页脚)。
②由于网络或浏览器兼容性等问题导致下载失败,请加客服微信处理(详见下载弹窗提示),感谢理解。
③本资料由其他用户上传,本站不保证质量、数量等令人满意,若存在资料虚假不完整,请及时联系客服投诉处理。
④本站仅收取资料上传人设置的下载费中的一部分分成,用以平摊存储及运营成本。本站仅为用户提供资料分享平台,且会员之间资料免费共享(平台无费用分成),不提供其他经营性业务。

投稿会员:匿名用户
我的头像

您必须才能评论!

手机扫码、免注册、直接登录

 注意:QQ登录支持手机端浏览器一键登录及扫码登录
微信仅支持手机扫码一键登录

账号密码登录(仅适用于原老用户)