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Prestressed Concrete Design, 1/e. (Record no. 25609)

MARC details
000 -LEADER
fixed length control field	08377nam a22003853i 4500
001 - CONTROL NUMBER
control field	EBC5125196
003 - CONTROL NUMBER IDENTIFIER
control field	MiAaPQ
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20190105124658.0
006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS--GENERAL INFORMATION
fixed length control field	m o d \|
007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field	cr cnu\|\|\|\|\|\|\|\|
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	181231s2013 xx o \|\|\|\|0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number	9789332517615
Qualifying information	(electronic bk.)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
Cancelled/invalid ISBN	9789332513754
035 ## - SYSTEM CONTROL NUMBER
System control number	(MiAaPQ)EBC5125196
035 ## - SYSTEM CONTROL NUMBER
System control number	(Au-PeEL)EBL5125196
035 ## - SYSTEM CONTROL NUMBER
System control number	(CaONFJC)MIL526743
035 ## - SYSTEM CONTROL NUMBER
System control number	(OCoLC)1024284184
040 ## - CATALOGING SOURCE
Original cataloging agency	MiAaPQ
Language of cataloging	eng
Description conventions	rda
--	pn
Transcribing agency	MiAaPQ
Modifying agency	MiAaPQ
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number	23
Classification number	693
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name	Nagarajan, Praveen.
245 10 - TITLE STATEMENT
Title	Prestressed Concrete Design, 1/e.
250 ## - EDITION STATEMENT
Edition statement	1st ed.
300 ## - PHYSICAL DESCRIPTION
Extent	1 online resource (328 pages)
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note	Cover -- Dedication -- Contents -- Preface -- About the Author -- Chapter 1: Basic Principles -- 1.1 Introduction -- 1.2 Need for Prestressed Concrete -- 1.3 Brief History of Prestressed Concrete -- 1.4 Structural Behaviour of Prestressed Concrete Member -- 1.5 Methods of Prestressing -- 1.5.1 Pre-tensioning -- 1.5.2 Post-tensioning -- 1.6 Types of Prestressed Concrete -- 1.6.1 Classification as per IS:1343-19801 -- 1.6.2 Other Classifications -- 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 -- 2.2.1 High Tensile Steel -- 2.2.2 Need for High Tensile Steel -- 2.2.3 Types of Prestressing Steel -- 2.2.4 Modulus of Elasticity of Prestressing Steel -- 2.2.5 Maximum Initial Prestress in Tendon -- 2.3 Concrete -- 2.3.1 Need for High Strength Concrete -- 2.3.2 Compressive Strength of Concrete -- 2.3.3 Tensile Strength of Concrete -- 2.3.4 Modulus of Elasticity of Concrete -- 2.3.5 Time-dependent Deformation of Concrete -- Chapter 3: Limit State Design -- 3.1 Introduction -- 3.2 Limit States -- 3.3 Characteristic and Design Load -- 3.4 Characteristic and Design Strength of Material -- 3.5 Characteristic and Design Stress-Strain Curves -- 3.5.1 Stress-Strain Curves for Concrete -- 3.5.2 Stress-Strain Curves for Prestressing Steel -- 3.6 Design Requirements as per LSM -- 3.7 Limit State Design of Prestressed Concrete Members -- Chapter 4: Losses in Prestress -- 4.1 Introduction -- 4.2 Immediate Losses -- 4.2.1 Loss Due to Elastic Shortening of Concrete -- 4.2.2 Loss Due to Friction -- 4.2.3 Loss Due to Slip in Anchorage -- 4.3 Time Dependent Losses -- 4.3.1 Loss Due to Shrinkage of Concrete -- 4.3.2 Loss Due to Creep of Concrete -- 4.3.3 Loss Due to Relaxation of Steel -- 4.4 Total Loss in Prestress -- Problems.
505 8# - FORMATTED CONTENTS NOTE
Formatted contents note	Chapter 5: Analysis of Sections -- 5.1 Introduction -- 5.2 Analysis at Serviceability Limit State -- 5.2.1 Combined Load Approach -- 5.2.2 Internal Couple Approach -- 5.2.2.1 Kern Points -- 5.2.2.2 Pressure Line -- 5.2.3 Concept of Equivalent Loads -- 5.3 Load Balancing -- 5.4 Decompression Moment (Mdec) -- 5.5 Cracking Moment Mcr -- 5.6 Additional Stress in Tendon Due to Bending -- 5.7 Flexural Behaviour of Prestressed Concrete Member -- 5.7.1 Load Deflection Behaviour -- 5.7.2 Stress in Tendon -- 5.7.3 Modes of Failure in Flexure -- 5.7.4 Types of Section -- 5.8 Analysis at Ultimate Limit State -- 5.8.1 Analysis of Rectangular Sections with Bonded Tendons -- 5.8.2 Analysis of Post-tensioned Rectangular Beams Having Unbonded Tendons -- 5.8.3 Analysis of Flanged Sections -- Problems -- Chapter 6: Shear and Torsion -- 6.1 Introduction -- 6.2 Design for Shear -- 6.2.1 Effect of Prestress in Shear Strength -- 6.2.2 Identification of Zones for Shear Design -- 6.2.3 Ultimate Shear Resistance -- 6.2.4 Ultimate Shear Resistance of Concrete Vuc -- 6.2.5 Design of Shear Reinforcement -- 6.2.6 Minimum Shear Reinforcement -- 6.2.7 Maximum Ultimate Shear Force (Vu, max) -- 6.2.8 Steps for Shear Design -- 6.3 Design for Torsion -- 6.3.1 Equilibrium Torsion and Compatibility Torsion -- 6.3.2 Failure of Concrete Member Due to Torsion -- 6.3.3 Design Methods for Torsion -- 6.3.4 Design Provisions for Torsion as per IS:1345-1980 -- 6.3.5 Detailing of Torsion Reinforcement -- 6.3.6 Steps for Torsion Design -- Problems -- Chapter 7: Anchorage Zones -- 7.1 Introduction -- 7.2 Anchorage Zones in Pre-tensioned Members -- 7.2.1 Bond Mechanisms -- 7.2.2 Transmission Length -- 7.2.3 Flexural Bond Length -- 7.2.4 Development Length -- 7.2.5 End Zone Reinforcement -- 7.3 Anchorage Zones in Post-tensioned Members -- 7.3.1 Bearing Stresses Behind Anchorage.
505 8# - FORMATTED CONTENTS NOTE
Formatted contents note	7.3.2 Bursting Forces in Anchorage Zones -- 7.3.3 End Zone Reinforcement -- Problems -- Chapter 8: Deflections -- 8.1 Introduction -- 8.2 Deflections in Uncracked Beams -- 8.2.1 Short Term Deflection at Transfer (SE(Bst -- 8.2.2 Long Term Deflection at Service Condition (SE(Bls -- 8.3 Deflection of Type 3 Members -- 8.4 Deflection Limits -- Problems -- Chapter 9: Design of Members -- 9.1 Introduction -- 9.2 Governing Inequalities -- 9.3 Minimum Section Modulus -- 9.3.1 Minimum Section Modulus for the Top Fibre Za -- 9.3.2 Minimum Section Modulus for the Bottom Fibre Zb -- 9.4 Design of Prestressing Force -- 9.5 Magnel Diagram -- 9.6 Cable Zone -- 9.7 Selection of Cross-section -- 9.7.1 Flexural Efficiency Factor Q -- 9.7.2 General Guidelines for Beam Sections -- 9.8 Requirements for Flexural Reinforcement -- 9.8.1 Concrete Cover -- 9.8.2 Spacing of Tendons -- 9.8.3 Minimum Longitudinal Steel -- 9.8.4 Minimum Side Face Reinforcement -- 9.9 Design Procedure for Prestressed Concrete Members -- Problems -- Chapter 10: Composite Members -- 10.1 Introduction -- 10.2 Analysis at Serviceability Limit State -- 10.2.1 Stresses in Precast Web at Transfer -- 10.2.2 Stresses in Precast Web After Time Dependent Losses -- 10.2.3 Stresses in Precast Web After Casting of In-situ Slab -- 10.2.4 Stresses in Composite Section at Service Condition (Total Design Load Condition) -- 10.3 Stresses Due to Differential Shrinkage -- 10.4 Horizontal Shear Transfer -- 10.5 Ultimate Moment of Resistance -- 10.6 Design of Composite Members -- 10.6.1 Minimum Section Modulus -- 10.6.2 Required Prestressing Force and Allowable Cable Zone -- Problems -- Chapter 11: Indeterminate Structures -- 11.1 Introduction -- 11.2 Effects of Prestress in Indeterminate Structure -- 11.2.1 Primary and Secondary Moments and Shears -- 11.2.2 Section Moments and Concrete Moments.
505 8# - FORMATTED CONTENTS NOTE
Formatted contents note	11.2.3 Pressure Line Due to Prestressing Force -- 11.2.4 Calculating the Effects of Prestress Using the Concept of Equivalent Loads -- 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 -- Problem -- Chapter 12: Slabs -- 12.1 Introduction -- 12.2 General Design Procedure -- 12.3 One-way Slabs -- 12.4 Edge-supported Two-way Slabs -- Problems -- Chapter 13: Circular Prestressing -- 13.1 Introduction -- 13.2 Circumferential Prestressing -- 13.2.1 Analysis at Transfer (Fig. 13.1(a)) -- 13.2.2 Analysis at Service Condition (Fig. 13.1(b)) -- 13.2.3 Design -- 13.3 Prestressed Concrete Pipes -- 13.4 Prestressed Concrete Circular Tanks -- 13.4.1 Behaviour -- 13.4.2 Analysis -- 13.4.3 Design -- 13.4.4 Detailing Requirements -- 13.5 Ring Beams -- 13.5.1 Analysis and Design -- Problems -- References -- Index.
520 ## - SUMMARY, ETC.
Summary, etc	This book is suited for a first course in prestressed concrete design offered to senior undergraduate students in civil engineering and postgraduate students in structural engineering. The book focuses on the behaviour of the prestressed 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.
590 ## - LOCAL NOTE (RLIN)
Local note	Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2018. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
655 #4 - INDEX TERM--GENRE/FORM
Genre/form data or focus term	Electronic books.
776 08 - ADDITIONAL PHYSICAL FORM ENTRY
Display text	Print version:
Main entry heading	Nagarajan, Praveen
Title	Prestressed Concrete Design, 1/e
Place, publisher, and date of publication	Delhi : Pearson India,c2013
International Standard Book Number	9789332513754
797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN)
Corporate name or jurisdiction name as entry element	ProQuest (Firm)
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier	<a href="https://ebookcentral.proquest.com/lib/cethalassery/detail.action?docID=5125196">https://ebookcentral.proquest.com/lib/cethalassery/detail.action?docID=5125196</a>
Public note	Click to View
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme	Dewey Decimal Classification
Koha item type	Books

Holdings
Withdrawn status	Lost status	Source of classification or shelving scheme	Materials specified (bound volume or other part)	Damaged status	Not for loan	Home library	Current library	Shelving location	Date acquired	Total Checkouts	Full call number	Barcode	Date last seen	Price effective from	Koha item type
		Dewey Decimal Classification	Online access			CENTRAL LIBRARY	Digital Library	Digital Library	05/01/2019		693 NAG-P	E0054	05/01/2019	05/01/2019	E- Books