ADVANCED REINFORCED CONCRETE DESIGNIntended as a companion volume to the author's Limit State Design of Reinforced Concrete (published by Prentice-Hall of India), the Second Edition of this comprehensive and systematically organized text builds on the strength of the first edition, continuing to provide a clear and masterly exposition of the fundamentals of the theory of concrete design. The text meets the twin objective of catering to the needs of the postgraduate students of Civil Engineering and the needs of the practising civil engineers as it focuses also on the practices followed by the industry. This text, along with Limit State Design, covers the entire design practice of revised Code IS456 (2000). In addition, it analyzes the procedures specified in many other BIS codes such as those on winds, earthquakes, and ductile detailing. What's New to This Edition Chapter 18 on Earthquake Forces and Structural Response of framed buildings has been completely revised and updated so as to conform to the latest I.S. Codes 1893 (2002) entitled Criteria for Earthquake Resistant Design of Structures (Part I - Fifth Revision). Chapters 19 and 21 which too deal with earthquake design have been revised. A Summary of elementary design of reinforced concrete members is added as Appendix. Valuable tables and charts are presented to help students and practising designers to arrive at a speedy estimate of the steel requirements in slabs, beams, columns and footings of ordinary buildings. |
Contents
1 | |
PC V Ch02pdf | 24 |
PCV Ch03pdf | 39 |
PCV Ch04pdf | 50 |
PCV Ch05pdf | 73 |
PCV Ch06pdf | 84 |
PCV Ch07pdf | 96 |
PCV Ch08pdf | 129 |
PCV Ch17pdf | 294 |
PCV Ch18pdf | 309 |
PCV Ch19pdf | 337 |
PCV Ch20pdf | 357 |
PCV Ch21pdf | 377 |
PCV Ch22pdf | 391 |
PCV Ch23pdf | 424 |
PCV Ch24pdf | 434 |
PCV Ch09pdf | 147 |
PCV Ch10pdf | 158 |
PCV Ch11pdf | 171 |
PCV Ch12pdf | 211 |
PCV Ch13pdf | 240 |
PCV Ch14pdf | 262 |
PCV Ch15pdf | 274 |
PCV Ch16pdf | 281 |
PCV Ch25pdf | 458 |
PCV Ch26pdf | 472 |
PCV Ch27pdf | 502 |
AppendixApdf | 507 |
AppendixBpdf | 509 |
AppendixCpdf | 513 |
531 | |
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Common terms and phrases
aggregate analysis assumed bars bending bending moment buildings cantilever cement centre Chapter Check Clause coefficient column strip compression concrete structures continuous beams cracking crackwidth curve dead load deep beams deflection due Determine direction distribution ductile detailing earthquake edge beam effective depth elastic equation EXAMPLE exterior external column factor fire first flat plates flat slabs flexural floor forces formula given grade height India Indian Standards joints kN/m length limit state design live load maximum method minimum moment of inertia negative neutral axis procedure punching shear ratio recommended rectangular redistribution of moments reduced Reference Step Calculations REINFORCED CONCRETE DESIGN resistance response spectrum ribs seismic shear strength shear stress shear walls shown in Fig shrinkage spacing span specified stiffness stirrups strain strength stress Table taken tension steel tests thickness torsion transverse two-way slabs width zone