Reinforced concrete design / Chu-Kia Wang, Charles G. Salmon and José A. Pincheira.
Material type: TextLanguage: English Publication details: Hoboken, NJ : John Wiley , c2007.Edition: 7th edDescription: xii, 948 pContent type:- text
- computer
- 0471262862 (cloth)
- 9780471262862 (cloth)
- 624.1/8341 22
- TA683.2 .W36 2007
Item type | Current library | Shelving location | Call number | Copy number | Status | Date due | Barcode | |
---|---|---|---|---|---|---|---|---|
eBook (Electronic Book) | North South University Library | Online | TA683.2 .W36 2007 (Browse shelf(Opens below)) | 1 | Available | 500010480 |
Browsing North South University Library shelves, Shelving location: Online Close shelf browser (Hides shelf browser)
TA654.6.K73 1996 Geotechnical earthquake engineering / | TA664.J64 2004 Composite structures of steel and concrete : beams, slabs, columns, and frames for buildings / | TA683.2.N55 2016 Design of concrete structures / | TA683.2 .W36 2007 Reinforced concrete design / | TA683.2.W54 2016 Reinforced concrete : mechanics and design / | TA683.9.N39 2003 Prestressed concrete : a fundamental approach / | TA684.A44 2018 Steel construction manual : An online Resource / |
Includes bibliographical references and index.
Now revised to reflect the latest developments in the field, this thoroughly updated Seventh Edition of Chu-Kia Wang, Charles G. Salmon, and José A. Pincheira's Reinforced Concrete Design incorporates the changes in design rules arising from the publication of the 2005 American Concrete Institute (ACI) Building Code and Commentary (ACI 318-05).
Written for students and practicing engineers, the book explains the basic concepts you need to understand and properly apply the ACI Code rules and formulas. Throughout, the emphasis is on the ACI approach involving strength and serviceability "limit states" and factored loads. Detailed numerical examples illustrate the general approach to design and analysis.
New Features
* Load and Strength Reduction Factors: Example problems in all chapters are completely revised using the load and strength reduction factors that now appear in the main body of the 2005 code.
* Unified Design Provisions: The treatment of the Unified Design Provisions for flexure, which are now in the body of the 2005 ACI Code, is thoroughly revised.
* Strut-and-Tie Models: Presents entirely new design provisions using strut-and-tie models, in accordance with Appendix A of the 2005 ACI Code.
Civil and Environmental Engineering
Md. Abdul Hakim
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