000			03774nam a2200229Ia 4500
999			_c403 _d403
001			0001343
003			OSt
005			20190302164508.0
008			170602s9999 xx 000 0 und d
020			_a9789332513754
028			_q2016 _bAllied Informatics, Jaipur
040			_bEnglish _aBSDU _cBSDU
082			_a624.183 412 _bNAG
100			_aNagarajan, Praveen
245		0	_aPrestressed Concrete Design
260			_bPearson Education _a New Delhi _c2013
300			_a309
500			_aThis book is suited for a first course in pre-stressed concrete design offered to senior undergraduate students in civil engineering and postgraduate students in structural engineering. The book focuses on the behaviour of the pre-stressed concrete structural elements. Carefully-chosen worked examples are included to delineate the design aspects while relevant chapter-end questions enable effortless recapitulation of the subject. The content, while being useful to both the students and teachers, will also serve as an invaluable reference for engineers.
504			_aContents: Chapter 1 Basic Principles 1.1 Introduction 1.2 Need for Prestressed Concrete 1.3 Brief History of Prestressed Concrete 1.4 Stuctural Behaviour of Prestressed Concrete Member 1.5 Methods of Prestressing 1.6 Types of Prestressed Concrete 1.7 Comparison with Reinforced Concrete 1.8 Applications of Prestressed Concrete 1.9 Design Code Chapter 2 Materials 2.1 Introduction 2.2 Prestressing Steel 2.3 Concrete Chapter 3 Limit State Design 3.1 Introduction 3.2 Limit States 3.3 Characteristic and Desing Load 3.4 Characteristic and Design Strength of Material 3.5 Characteristic and Design Stress-Strain Curves 3.6 Design Requirments as per LSM 3.7 Limit State Design of Prestressed Chapter 4 Losses in Prestress 4.1 Introduction 4.2 Immediate Losses 4.3 Time Dependent Losses 4.4 Total Loss in Prestress Chapter 5 Analysis of Sections 5.1 Introduction 5.2 Analysis of Serviceability Limit State 5.3 Load Balancing 5.4 Decompression Moment 5.5 Cracking Moment 5.6 Additional Stress in Tendon 5.7 Flexural Behaviour of Prestressed Concrete Member 5.8 Analysis of Ultimate Limit State Chapter 6 Shear and Torsion 6.1 Introduction 6.2 Design for Shear 6.3 Design for Torsion Chapter 7 Anchorage Zones 7.1 Introduction 7.2 Anchorage Zones in Pre-tensioned Members 7.3 Anchorage Zones in Post-tensioned Members Chapter 8 Deflections 8.1 Introduction 8.2 Deflections in Uncracked Beams 8.3 Deflection of Type 3 Members 8.4 Deflection Limits Chapter 9 Design of Members 9.1 Introduction 9.2 Governing Inequalities 9.3 Minimum Section Modulus 9.4 Design of Prestressing Force 9.5 Magnel Diagram 9.6 Cable Zone 9.7 Selection of Cross-section 9.8 Requirments for Flexural Reinforcement 9.9 Design Procedure for Prestressed Concrete Members Chapter 10 Composite Members 10.1 Introduction 10.2 Analysis of Serviceability Limit State 10.3 Stresses Due to Differential Shrinkage 10.4 Horizontal Shear Transfer 10.5 Ultimate Moment of Resistance 10.6 Design of Composite Members Chapter 11 Indeterminate Structures 11.1 Introduction 11.2 Effects of prestress in Indeterminate 11.3 Linear Transformation of Cable Profile 11.4 Concordant Cable 11.5 Analysis of Real Cables 11.6 Calculation of Elastic Stresses in Concrete 11.7 Behaviour at Ultimate Load Chapter 12 Slabs 12.1 Introduction 12.2 General Design Procedure 12.3 One-way Slabs 12.4 Edge-supported Tw0-way Slabs Chapter 13 Circular Prestressing 13.1 Introduction 13.2 Circumferential Prestressinbg 13.3 Prestressed Concrete Pipes 13.4 Prestressed Concrete Circular Tanks 13.5 Ring Beams References Index
650			_aCivil
942			_2ddc _cBK