1 section 101 general . 2012. . PRESTRESSED CONCRETE ANALYSIS AND DESIGN: FUNDAMENTALS Third Edition, 2012 by Antoine E. Naaman, Ph.D. The author does a great job of going into detail and citing how the ACI and AASHTO codes require prestessed concrete design to be performed. 456 : 2000 ( Rfflrmed2005) Indian Standard PLAIN AND REINFORCED CONCRETE CODE OF PRACTICE ( Fourth Revision) Tenth Reprint APRIL 2007, 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. anast.) 4 Posttensioned Members - ANALYSIS of Stresses - Anchorage Zone design - Example: design of End Zone Reinforcement / References / Problems chapter 5 FLEXURE: ULTIMATE STRENGTH ANALYSIS AND design Load-Deflection Response - RC Versus PC at Ultimate / Terminology / Flexural Types of Failures / Special Notation / General Criteria for Ultimate Strength design of Bending Members - design Criteria - Minimum Reinforcement or Minimum moment Resistance: Code Recommendations - ACI Code Provisions for Tension-Controlled, Transition, and Compression-Controlled Sections at Increasing Levels of Reinforcement - AASHTO LRDF Recommendation on Maximum Reinforcement / Background for ANALYSIS of Sections at Ultimate - Objective Assumptions - Satisfying Equilibrium / Nominal Bending Resistance: Mathematical Formulation for Rectangular Section or Rectangular Section Behavior Under-Reinforced and Tension-Controlled - Force Equilibrium - moment Equilibrium - Solution Procedure / Example: Nominal Bending Resistance of a Rectangular Section - Partially PRESTRESSED Section - Fully PRESTRESSED Section - Unbonded Tendons / Nominal Bending Resistance: Mathematical Formulation for T-Section Behavior of Flanged Section - Condition for T-Section Behavior - Fully PRESTRESSED Section - Partially PRESTRESSED Section - Remark / Example: Nominal Bending Resistance of T Section - Partially PRESTRESSED Section - Fully PRESTRESSED Section - Unbonded Tendons - Odd Case / Stress in Prestressing Steel at Nominal Bending Resistance - fps per ACI Code - fps per AASHTO LRFD Specification for Bridge design - Author s Recommendation / Nominal Bending Resistance. With a wide range of benefits such as crack control, low rates of corrosion, thinner slabs, fewer Thus, direct comparison to the equations and, benefits and overall doesn't detract from the quality of the. ISBN: 978-0-9674939-2-3; LCCN: 2011941025 Copyright 2012 US$ This book was written to serve as a thorough teaching text, a comprehensive source of information, and a basic reference. 0 ratings 0% found this document useful (0 votes) 11 . There's definitely a ton of info in this book, and I think it's one of the harder structural subjects. Prestressed Concrete Analysis and Design: Design Of Prestressed Concrete Structures, 3rd Ed, Customers who bought this item also bought, This 3rd (2012) edition integrates the provisions of the 2011 ACI Building Code and offers an extensive treatment of bridge analysis and design according to the, 2010 AASHTO LRFD Specifications in text and examples. 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The legend of Zelda. 10 Reinforcement design for Nominal Resistance T Section 308 Composite Beams 310 Continuous Beams and Moment Redistribution 310 Author s Recommendations for the design of RC, PC, and PPC Beams at Ultimate 311 Using te and de instead of t and dt 311 Example of Error in Using the Net Tensile Strain in Extreme Layer of Reinforcement 312 T-Section Behavior 313 Stress fps in Bonded Tendons at Ultimate 314 Stress fps in Unbonded Prestressing Tendons at Ultimate 314 Additional design Examples Based on USD 318 Example 1: ANALYSIS with Unbonded Tendons Illustrating Eq. Ausgabe Rheinland-Pfalz: Arbeitsbuch 1 1. A great text for an experienced structural engineer looking to learn about prestressed concrete design for AASHTO or ACI codes. Bring your club to Amazon Book Clubs, start a new book club and invite your friends to join, or find a club thats right for you for free. That being said it's certainly informative and full of well thought explanation as you'd expect. 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( ) - Example 2: Given Aps, design for As Based on USD Unbonded Tendons - Example 3: Given As, design for Aps Based on USD Unbonded Tendons - Example 4: Given As, design for Aps Based on USD Bonded Tendons / References / Problems chapter 6 design FOR SHEAR AND TORSION Introduction / Shear design / PRESTRESSED Versus Reinforced CONCRETE in Shear / Diagonal Tension in Uncracked Sections / Shear Stresses in Uncracked Sections / Shear Cracking Behavior / Shear Reinforcement after Cracking / ACI Code design Criteria for Shear - Basic Approach - Shear Strength Provided by CONCRETE - Required Area of Shear Reinforcement - Limitations and Special Cases - Critical Sections for Shear / design Expedients / Example: design of Shear Reinforcement - Elaborate Approach to Determine vc - Alternate Conservative Approach to Determine vc - design for Increased Live Load. fundamental concepts of analysis and design of prestressed concrete structures, providing the user with the essential knowledge and tools to deal with everyday design problems, while Bentonica Asociadas Al Intermareal Rocoso de Las Comunas San Pedro y Montanita - Angel Angel Fabian Roylan pdf, Download Sacred Revolt: The Muskogees' Struggle for a New World Pdf (By Joel W. 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The author does a great job of going into detail and citing how the ACI and AASHTO codes require prestessed concrete design to be performed. 6 Minimum Reinforcement Ratio for PRESTRESSED CONCRETE - Minimum Reinforcing Index for RC, PC, and PPC - Minimum c/de Ratio for RC, PC, and PPC Rectangular Sections / Satisfying Ultimate Strength design Requirements - Basis for Ultimate Strength design (USD) - Possible Remedies to Satisfy Inadequate Nominal Bending Resistance / Example: ANALYSIS or Investigation Checking for All Ultimate Strength design Criteria / Reinforcement design for Ultimate Strength - Example: Reinforcement design for Nominal Resistance Rectangular Section - Example: Reinforcement design for Nominal Resistance T Section / Composite Beams / Continuous Beams and moment Redistribution / Concluding Remarks / Additional design Examples Based on USD - Example 1: ANALYSIS with Unbonded Tendons Illustrating Eq. 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Fellow ACI; Fellow ASCE; Fellow PCI; Fellow IFS Professor of Civil Engineering, University of, Syllabus Module-I Properties of concrete and reinforcing steel, Philosophy, concept and methods of reinforced concrete design, Introduction to limit state method: Limit state of collapse and limit state of, Department, Engineering, Steel, Concrete, Civil, Department of civil engineering, 2.1 Substructure Structural steel frame and stability cores are supported by reinforced concrete bored cast in-situ piles supported on rock. 9 PPC (Partially PRESTRESSED CONCRETE ) Rectangular Section by AASHTO 281 Example: PPC (Partially PRESTRESSED CONCRETE ) T-Section with Bonded Tendons (AASHTO) 259 Transition between Tension-Controlled and Compression-Controlled Section in Bending 284 Factor for Bending According to AASHTO 284 Strategy for design 285 Concept of Reinforcing Index 286 Definitions 286 Meaning of e 287 Useful Relationships 288 Relationship between Reinforcement Ratio, Reinforcing Index, and c/de 290 Justification for the Definition of e and de and their Relation to the Limitations on Levels of Reinforcement and Moment Redistribution 291 Reinforced CONCRETE 292 PRESTRESSED CONCRETE 292 Partially PRESTRESSED CONCRETE 292 Derivation of Minimum Reinforcement Ratio, Minimum Reinforcing Index, or Minimum c/de 293 Approximation: Minimum Reinforcement Ratio for PRESTRESSED CONCRETE 293 Minimum Reinforcing Index for RC, PC, and PPC 294 Minimum c/de Ratio for RC, PC, and PPC Rectangular Sections 296 Satisfying Ultimate Strength design Requirements 298 Basis for Ultimate Strength design (USD) 298 Possible Remedies to Satisfy Inadequate Nominal Bending Resistance 299 Example: ANALYSIS or Investigation Checking for All Ultimate Strength design Criteria 300 Reinforcement design for Ultimate Strength 302 Example: Reinforcement design for Nominal Resistance Rectangular Section 304 Example. 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Karaduman, Scarica Belinda-Giulietta-Francesca: 16 [pdf] - Guido Crepax, Scarica Casina-Stichus. . 7 Partially PRESTRESSED Beam / Derivation of CONCRETE Nominal Shear Strength Equations (ACI Code) / AASHTO General Procedure for Shear design - General Sectional Procedure for Shear design - Special Considerations - Example: Shear design by AASHTO LRFD Code / Torsion and Torsion design / Behavior under Pure Torsion / Background to Stress ANALYSIS and design for Torsion - Torsional Stresses - Torsional Cracking Strength - Torsional Resistance after Cracking - Combined Loading - design Theories for Torsion and Code Related Approaches / design for Torsion by the 2002 ACI Code - Definition of Section Parameters - Basic Assumptions and design Strategy - Condition for Consideration of Torsion in design - Critical Section for Torsion - Maximum Allowable Torsional moment Strength - Transverse Reinforcement design - Longitudinal Torsion Reinforcement - Combining Shear and Torsion Reinforcement - Minimum Torsion Reinforcement - Spacing and Detailing - Type of Torsion Reinforcement - design Steps for Combined Torsion and Shear / Example. 7 Posttensioned Members 207 ANALYSIS of Stresses 207 Anchorage Zone design 209 Simplified ACI Procedure for Rectangular Sections 213 Example 214 Example: design of End Zone Reinforcement by Elastic ANALYSIS 215 Extension of Feasibility Domain to Other Limit States 217 Constraint for Ultimate Strength design in Bending Example: Nominal Bending Resistance Constraint 217 219 Constraint to Limit Camber or Deflection Example: Deflection Constraint 220 221 References 222 Problems 223 Chapter 5 Flexure: Ultimate Strength ANALYSIS and design 229 Load-Deflection Response 229 RC Versus PC at Ultimate 232 Terminology 233 Flexural Types of Failures 234 Special Notation 235 General Criteria for Ultimate Strength design of Bending Members 238 design Criteria 238 Minimum Reinforcement or Minimum Moment Resistance: Code Recommendations 239 ACI Code Provisions for Tension-Controlled, Transition, and Compression-Controlled Sections at Increasing Levels of Reinforcement 241 Net Tensile Strain and c/de Ratio 246 Amendments Adopted in this Text 248 Recommendation on Maximum Reinforcement 249 Background for ANALYSIS of Sections at Ultimate 250 Objective Assumptions 250 Satisfying Equilibrium 253 Nominal Bending Resistance. 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