| 000 | 02064nam a2200289 a 4500 | ||
|---|---|---|---|
| 001 | vtls000055822 | ||
| 003 | KUKTEM | ||
| 005 | 20251125093013.0 | ||
| 008 | 111028t2011 nyua f b 001 0 eng d | ||
| 020 | _a9780071638340 (hbk.) | ||
| 020 | _a0071638342 (hbk.) | ||
| 039 | 9 |
_a201202211142 _bfauzi _y201110281049 _zirma |
|
| 040 | _aUMP | ||
| 090 | _aTA683.2 .F36 2011 | ||
| 100 | 1 | _aFanella, David Anthony | |
| 245 | 1 | 0 |
_aReinforced concrete structures : _banalysis and design / _cDavid A. Fanella |
| 260 |
_aNew York : _bMcGraw-Hill, _cc2011 |
||
| 300 |
_ax, 639 p. : _bill. ; _c25 cm. |
||
| 504 | _aIncludes bibliographical references and index | ||
| 505 | 0 | _aIntroduction -- Materials -- General considerations for analysis and design -- General requirements for strength and serviceability -- General principles of the strength design method -- Beams and one-way slabs -- Two-way slabs -- Columns -- Walls -- Foundations -- Appendix A: Steel reinforcement information -- Appendix B: Critical section properties for two-way shear | |
| 520 | _a"Reinforced Concrete Structures explains the underlying principles of reinforced concrete design and covers the analysis, design, and detailing requirements in the 2008 American Concrete Institute (ACI) Building Code Requirements for Structural Concrete and Commentary and the 2009 International Code Council (ICC) International Building Code (IBC). This authoritative resource discusses reinforced concrete members and provides techniques for sizing the cross section, calculating the required amount of reinforcement, and detailing the reinforcement. Design procedures and flowcharts guide you through code requirements, and worked-out examples demonstrate the proper application of the design provisions."--Publisher's description | ||
| 650 | 0 | _aBuildings, Reinforced concrete | |
| 650 | 0 | _aReinforced concrete construction | |
| 650 | 0 |
_aReinforced concrete _xQuality control |
|
| 999 |
_aVIRTUA40 _c60420 _d60426 |
||
| 999 | _aVTLSSORT0080*0200*0201*0400*0900*1000*2450*2600*3000*5040*5050*5200*6500*6501*6502*9991 | ||
| 942 | 0 | 0 | _01 |