Prestressed Concrete A Fundamental Approach

ISBN-10: 0131497596

ISBN-13: 9780131497597

Edition: 5th 2006 (Revised)

Authors: Edward G. Nawy
List price: $155.00
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Description: Completely revised to reflect the new ACI 318-05 Building Code and International Building Code, IBC 2000 and its 2002 modifications, this popular book offers a unique approach to examining the design of prestressed concrete members in a logical, step-by-step trial and adjustment procedure. Integrates handy flow charts to help readers better understand the steps needed for design and analysis. Includes a revised chapter containing the latest ACI and AASHTO Provisions on the design of post-tensioned beam end anchorage blocks using the strut-and-tie approach in conformity with ACI 318-05 Code. Offers a new complete section with two extensive design examples using the strut-and-tie approach for the design of corbels and deep beams. Features an addition to the elastic method of design, with comprehensive design examples on LRFD and Standard AASHTO designs of bridge deck members for flexure, shear and torsion, conforming to the latest AASHTO 2003 specifications. Includes a revised chapter on slender columns, including a simplified load-contour biaxial bending method which is easier to apply in desiign, using moments rather than loads in the reciprocal approach. A useful construction reference for engineers.

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Book details

List price: $155.00
Edition: 5th
Copyright year: 2006
Publisher: Prentice Hall PTR
Binding: Hardcover
Pages: 984
Size: 8.25" wide x 10.00" long x 1.50" tall
Weight: 4.180

Preface
Basic Concepts
Introduction
Historical Development of Prestressing
Basic Concepts of Prestressing
Computation of Fiber Stresses in a Prestressed Beam by the Basic Method
C-Line Computation of Fiber Stresses
Load-Balancing Computation of Fiber Stresses
SI Working Stress Concepts
References
Problems
Materials and Systems for Prestressing
Concrete
Stress-Strain Curve of Concrete
Modulus of Elasticity and Change in Compressive Strength with Time
Creep
Shrinkage
Nonprestressing Reinforcement
Prestressing Reinforcement
ACI Maximum Permissible Stresses in Concrete and Reinforcement
AASHTO Maximum Permissible Stresses in Concrete and Reinforcement
Prestressing Systems and Anchorages
Circular Prestressing
Ten Principles
References
Partial Loss of Prestress
Introduction
Elastic Shortening of Concrete (ES)
Steel Stress Relaxation (R)
Creep Loss (CR)
Shrinkage Loss (SH)
Losses Due to Friction (F)
Anchorage-Seating Losses (A)
Change of Prestress Due to Bending of a Member ([Delta]f[subscript pB])
Step-by-Step Computation of All Time-Dependent Losses in a Pre-Tension Beam
Step-by-Step Computation of All Time-Dependent Losses in a Post-Tension Beam
Lump-Sum Computation of Time-Dependent Losses in Prestress
SI Prestress Loss Expressions
References
Problems
Flexural Design of Prestressed Concrete Elements
Introduction
Selection of Geometrical Properties of Section Components
Service-Load Design Examples
Proper Selection of Beam Sections and Properties
End Blocks at Support Anchorage Zones
Flexural Design of Composite Beams
Summary of Step-by-Step Trial-and-Adjustment Procedure for the Service-Load Design of Prestressed Members
Design of Composite Post-Tensioned Prestressed Simply Supported Section
Ultimate-Strength Flexural Design
Load and Strength Factors
ACI Load Factors and Safety Margins
Limit State in Flexure at Ultimate Load in Bonded Members: Decompression to Ultimate Load
Preliminary Ultimate-Load Design
Summary Step-by-Step Procedure for Limit at Failure Design of the Prestressed Members
Ultimate Strength Design of Prestressed Simply Supported Beam by Strain Compatibility
Strength Design of Bonded Prestressed Simply Supported Beam Using Approximate Procedures
SI Flexural Design Expression
References
Problems
Shear and Torsional Strength Design
Introduction
Behavior of Homogeneous Beams in Shear
Behavior of Concrete Beams as Nonhomogeneous Sections
Concrete Beams without Diagonal Tension Reinforcement
Shear and Principal Stresses in Prestressed Beams
Web-Shear Reinforcement
Horizontal Shear Strength in Composite Construction
Web Reinforcement Design Procedure for Shear
Principal Tensile Stresses in Flanged Sections and Design of Dowel-Action Vertical Steel in Composite Sections
Dowel Steel Design for Composite Action
Dowel Reinforcement Design for Composite Action in an Inverted T-Beam
Shear Strength and Web-Shear Steel Design in a Prestressed Beam
Web-Shear Steel Design by Detailed Procedures
Design of Web Reinforcement for a PCI Standard Double Composite T-Beam
Brackets and Corbels
Torsional Behavior and Strength
Torison in Reinforced and Prestressed Concrete Elements
Design Procedure for Combined Torsion and Shear
Design of Web Reinforcement for Combined Torsion and Shear in Prestressed Beams
SI Combined Torsion and Shear Design of Prestressed Beam
References
Problems
Indeterminate Prestressed Concrete Structures
Introduction
Disadvantages of Continuity in Prestressing
Tendon Layout for Continuous Beams
Elastic Analysis for Prestress Continuity
Examples Involving Continuity
Linear Transformation and Concordance of Tendons
Ultimate Strength and Limit State at Failure of Continuous Beams
Tendon Profile Envelope and Modifications
Tendon and C-Line Location in Continuous Beams
Tendon Transformation to Utilize Advantages of Continuity
Design for Continuity Using Nonprestressed Steel at Support
Indeterminate Frames and Portals
Limit Design (Analysis) of Indeterminate Beams and Frames
References
Problems
Camber, Deflection, and Crack Control
Introduction
Basic Assumptions in Deflection Calculations
Short-Term (Instantaneous) Deflection of Uncracked and Cracked Members
Short-Term Deflection at Service Load
Short-Term Deflection of Cracked Prestressed Beams
Construction of Moment-Curvature Diagram
Long-Term Effects on Deflection and Camber
Permissible Limits of Calculated Deflection
Long-Term Camber and Deflection Calculation by the PCI Multipliers Method
Long-Term Camber and Deflection Calculation by the Incremental Time-Steps Method
Long-Term Camber and Deflection Computation by the Approximate Time-Steps Method
Long-Term Deflection of Composite Double-T Cracked Beam
Cracking Behavior and Crack Control in Prestressed Beams
Crack Width and Spacing Evaluation in Pretensioned T-Beam Without Mild Steel
Crack Width and Spacing Evaluation in Pretensioned T-Beam Containing Nonprestressed Steel
Crack Width and Spacing Evaluation in Pretensioned I-Beam Containing Nonprestressed Mild Steel
Crack Width and Spacing Evaluation for Post-tensioned T-Beam Containing Nonprestressed Steel
Crack Control by ACI Code Provisions
SI Deflection and Cracking Expressions
SI Deflection Control
SI Crack Control
References
Problems
Prestressed Compression and Tension Members
Introduction
Prestressed Compression Members: Load-Moment Interaction in Columns and Piles
Strength Reduction Factor [phi]
Operational Procedure for the Design of Nonslender Prestressed Compression Members
Construction of Nominal Load-Moment (P[subscript n]-M[subscript n]) and Design (P[subscript u]-M[subscript u]) Interaction Diagrams
Limit State at Buckling Failure of Slender (Long) Prestressed Columns
Moment Magnification Method: First-Order Analysis
Second-Order Frame Analysis and P - [Delta] Effects
Operational Procedure and Flowchart for the Design of Slender Columns
Design of Slender (Long) Prestressed Column
Compression Members in Biaxial Bending
Practical Design Considerations
Reciprocal Load Method for Biaxial Bending
Modified Load Contour Method for Biaxial Bending
Prestressed Tension Members
Suggested Step-by-Step Procedure for the Design of Tension Members
Design of Linear Tension Members
References
Problems
Two-Way Prestressed Concrete Floor Systems
Introduction: Review of Methods
Flexural Behavior of Two-Way Slabs and Plates
The Equivalent Frame Method
Two-Directional Load Balancing
Flexural Strength of Prestressed Plates
Bending of Prestressing Tendons and Limiting Concrete Stresses
Load-Balancing Design of a Single-Panel Two-Way Floor Slab
One-Way Slab Systems
Shear-Moment Transfer to Columns Supporting Flat Plates
Step-by-Step Trial-and-Adjustment Procedure for the Design of a Two-Way Prestressed Slab and Plate System
Design of Prestressed Post-Tensioned Flat-Plate Floor System
Direct Method of Deflection Evaluation
Deflection Evaluation of Two-Way Prestressed Concrete Floor Slabs
Yield-Line Theory for Two-Way-Action Plates
Yield-Line Moment Strength of a Two-Way Prestressed Concrete Plate
References
Problems
Connections for Prestressed Concrete Elements
Introduction
Tolerances
Composite Members
Reinforced Concrete Bearing in Composite Members
Dapped-End Beam Connections
Reinforced Concrete Brackets and Corbels
Concrete Beam Ledges
Selected Connection Details
References
Problems
Prestressed Concrete Circular Storage Tanks and Steel Roofs
Introduction
Design Principles and Procedures
Moment M[subscript 0] and Ring Force Q[subscript 0] in Liquid Retaining Tank
Ring Force Q[subscript y] at Intermediate Heights of Wall
Cylindrical Steel Membrane Coefficients
Prestressing Effects on Wall Stresses for Fully Hinged, Partially Sliding and Hinged, Fully Fixed, and Partially Fixed Bases
Recommended Practice for Situ-Cast and Precast Prestressed Concrete Circular Storage Tanks
Crack Control in Walls of Circular Prestressed Concrete Tanks
Tank Roof Design
Prestressed Concrete Tanks with Circumferential Tendons
Seismic Design of Liquid Containment Tank Structures
Step-by-Step Procedure for the Design of Circular Prestressed Concrete Tanks and Dome Roofs
Design of Circular Prestressed Concrete Water-Retaining Tank and Its Domed Roof
References
Problems
LRFD and Standard AASHTO Design of Concrete Bridges
Introduction: Safety and Reliability
AASHTO Standard (LFD) and LRFD Truck Load Specifications
Flexural Design Considerations
Shear Design Considerations
Horizontal Interface Shear
Combined Shear and Torsion
AASHTO-LRFD Flexural-Strength Design Specifications vs. ACI Code Provisions
Step-by-Step Design Procedure (LRFD)
LRFD Design of Bulb-Tee Bridge Deck
LRFD Shear and Deflection Design
Standard AASHTO Flexural Design of Prestressed Bridge Deck Beams (LFD)
Standard AASHTO Shear Reinforcement Design of Bridge Deck Beams
Shear and Torsion Reinforcement Design of a Box-Girder Bridge
LRFD Major Design Expressions in Sl Format
References
Problems
Seismic Design of Prestressed Concrete Structures
Introduction: Mechanism of Earthquakes
Spectreal Response Method
Equivalent Lateral Force Method
Seismic Shear Forces in Beams and Columns of a Frame: Strong Column-Weak Beam Concept
ACI Confining Reinforcements for Structural Concrete Members
Seismic Design Concepts in High Rise Buildings and Other Structures
Structural Systems in Seismic Zones
Dual Systems
Design Procedure for Earthquake-Resistant Structures
Sl Seismic Design Expressions
Seismic Base Shear and Lateral Forces and Moments by the IBC Approach
Seismic Shear Wall Design and Detailing
Example 13.3 Structural Precast Wall Base Connection Design
Design of Precast Prestressed Ductile Frame Connection in a High Rise Building in High-Seismicity Zone Using Dywidag Ductile Connection Assembly (DDC)
Design of Precast Prestressed Ductile Frame Connection in a High-Rise Building in High-Seismicity Zone Using a Hybrid Connector System
References
Problems
Computer Programs in Q-Basic
Unit Conversions, Design Information, Properties of Reinforcement
Selected Typical Standard Precast Double Tees, Inverted Tees, Hollow Core Sections, and AASHTO Bridge Sections
Index
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