PRESTRESSED CONCRETE DESIGN

Size: px
Start display at page:

Download "PRESTRESSED CONCRETE DESIGN"

Transcription

1 PRESTRESSED CONCRETE DESIGN A01_Prestressed Concrete Design_FM.indd i 4/29/2013 4:00:08 PM

2 A01_Prestressed Concrete Design_FM.indd ii

3 PRESTRESSED CONCRETE DESIGN Praveen Nagarajan Department of Civil Engineering NIT Calicut, Kerala A01_Prestressed Concrete Design_FM.indd iii

4 Senior Editor Acquisitions: Sandhya Jayadev Editor Production: M. Balakrishnan Copyright 2013 Dorling Kindersley (India) Pvt. Ltd This book is sold subject to the condition that it shall not, by way of trade or otherwise, be lent, resold, hired out, or otherwise circulated without the publisher s prior written consent in any form of binding or cover other than that in which it is published and without a similar condition including this condition being imposed on the subsequent purchaser and without limiting the rights under copyright reserved above, no part of this publication may be reproduced, stored in or introduced into a retrieval system, or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise), without the prior written permission of both the copyright owner and the publisher of this book. ISBN First Impression Published by Dorling Kindersley (India) Pvt. Ltd, licensees of Pearson Education in South Asia. Head Office: 7th Floor, Knowledge Boulevard, A-8(A), Sector 62, Noida , UP, India. Registered Office: 11 Community Centre, Panchsheel Park, New Delhi , India. Compositor: White Lotus Infotech Pvt. Ltd., Puducherry. Printed in India. A01_Prestressed Concrete Design_FM.indd iv

5 To my parents, Mrs. Rani Nagarajan and Dr N. M. Nagarajan, and my Teachers at NIT Calicut and IIT Madras A01_Prestressed Concrete Design_FM.indd v

6 A01_Prestressed Concrete Design_FM.indd vi

7 Contents Preface xv About the Author xvii Chapter 1 Basic Principles Introduction Need for Prestressed Concrete Brief History of Prestressed Concrete Structural Behaviour of Prestressed Concrete Member Methods of Prestressing Pre-tensioning Post-tensioning Types of Prestressed Concrete Classifi cation as per IS: Other Classifi cations Comparison with Reinforced Concrete Applications of Prestressed Concrete Design Code 13 Chapter 2 Materials Introduction Prestressing Steel High Tensile Steel Need for High Tensile Steel Types of Prestressing Steel Modulus of Elasticity of Prestressing Steel Maximum Initial Prestress in Tendon 23 A01_Prestressed Concrete Design_FM.indd vii

8 viii Contents 2.3 Concrete Need for High Strength Concrete Compressive Strength of Concrete Tensile Strength of Concrete Modulus of Elasticity of Concrete Time-dependent Deformation of Concrete 28 Chapter 3 Limit State Design Introduction Limit States Characteristic and Design Load Characteristic and Design Strength of Material Characteristic and Design Stress Strain Curves Stress Strain Curves for Concrete Stress Strain Curves for Prestressing Steel Design Requirements as per LSM Limit State Design of Prestressed Concrete Members 39 Chapter 4 Losses in Prestress Introduction Immediate Losses Loss Due to Elastic Shortening of Concrete Loss Due to Friction Loss Due to Slip in Anchorage Time Dependent Losses Loss Due to Shrinkage of Concrete Loss Due to Creep of Concrete Loss Due to Relaxation of Steel Total Loss in Prestress 65 Problems 66 Chapter 5 Analysis of Sections Introduction Analysis at Serviceability Limit State 68 A01_Prestressed Concrete Design_FM.indd viii

9 Contents ix Combined Load Approach Internal Couple Approach Concept of Equivalent Loads Load Balancing Decompression Moment (M dec ) Cracking Moment M cr Additional Stress in Tendon Due to Bending Flexural Behaviour of Prestressed Concrete Member Load Defl ection Behaviour Stress in Tendon Modes of Failure in Flexure Types of Section Analysis at Ultimate Limit State Analysis of Rectangular Sections with Bonded Tendons Analysis of Post-tensioned Rectangular Beams Having Unbonded Tendons Analysis of Flanged Sections 120 Problems 127 Chapter 6 Shear and Torsion Introduction Design for Shear Effect of Prestress in Shear Strength Identifi cation of Zones for Shear Design Ultimate Shear Resistance Ultimate Shear Resistance of Concrete V uc Design of Shear Reinforcement Minimum Shear Reinforcement Maximum Ultimate Shear Force (V u, max ) Steps for Shear Design Design for Torsion Equilibrium Torsion and Compatibility Torsion Failure of Concrete Member Due to Torsion 146 A01_Prestressed Concrete Design_FM.indd ix

10 x Contents Design Methods for Torsion Design Provisions for Torsion as per IS: Detailing of Torsion Reinforcement Steps for Torsion Design 157 Problems 163 Chapter 7 Anchorage Zones Introduction Anchorage Zones in Pre-tensioned Members Bond Mechanisms Transmission Length Flexural Bond Length Development Length End Zone Reinforcement Anchorage Zones in Post-tensioned Members Bearing Stresses Behind Anchorage Bursting Forces in Anchorage Zones End Zone Reinforcement 176 Problems 184 Chapter 8 Deflections Introduction Deflections in Uncracked Beams Short Term Defl ection at Transfer st Long Term Defl ection at Service Condition D Is Deflection of Type 3 Members Deflection Limits 190 Problems 197 Chapter 9 Design of Members Introduction Governing Inequalities Minimum Section Modulus 202 A01_Prestressed Concrete Design_FM.indd x

11 Contents xi Minimum Section Modulus for the Top Fibre Z a Minimum Section Modulus for the Bottom Fibre Z b Design of Prestressing Force Magnel Diagram Cable Zone Selection of Cross-section Flexural Efficiency Factor Q General Guidelines for Beam Sections Requirements for Flexural Reinforcement Concrete Cover Spacing of Tendons Minimum Longitudinal Steel Minimum Side Face Reinforcement Design Procedure for Prestressed Concrete Members 222 Problems 222 Chapter 10 Composite Members Introduction Analysis at Serviceability Limit State Stresses in Precast Web at Transfer Stresses in Precast Web After Time Dependent Losses Stresses in Precast Web After Casting of In-situ Slab Stresses in Composite Section at Service Condition (Total Design Load Condition) Stresses Due to Differential Shrinkage Horizontal Shear Transfer Ultimate Moment of Resistance Design of Composite Members Minimum Section Modulus Required Prestressing Force and Allowable Cable Zone 245 Problems 245 A01_Prestressed Concrete Design_FM.indd xi

12 xii Contents Chapter 11 Indeterminate Structures Introduction Effects of Prestress in Indeterminate Structure Primary and Secondary Moments and Shears Section Moments and Concrete Moments Pressure Line Due to Prestressing Force Calculating the Effects of Prestress Using the Concept of Equivalent Loads Linear Transformation of Cable Profile Concordant Cable Analysis of Real Cables Calculation of Elastic Stresses in Concrete Behaviour at Ultimate Load 266 Problem 268 Chapter 12 Slabs Introduction General Design Procedure One-way Slabs Edge-supported Two-way Slabs 274 Problems 283 Chapter 13 Circular Prestressing Introduction Circumferential Prestressing Analysis at Transfer Analysis at Service Condition Design Prestressed Concrete Pipes Prestressed Concrete Circular Tanks Behaviour Analysis 292 A01_Prestressed Concrete Design_FM.indd xii

13 Contents xiii Design Detailing Requirements Ring Beams Analysis and Design 300 Problems 303 References 305 Index 307 A01_Prestressed Concrete Design_FM.indd xiii 4/29/2013 4:00:11 PM

14 A01_Prestressed Concrete Design_FM.indd xiv 4/29/2013 4:00:11 PM

15 Preface This book deals with the analysis and design of prestressed concrete members as per the IS: specification. It is intended to be an easy-to-read textbook for a first course in prestressed concrete design for senior undergraduate and postgraduate students of Civil Engineering. The book will also be useful for practising engineers and help them understand the basis behind the code recommendations. Spread across 13 chapters, the key features of the book are: The concepts of prestressed concrete design are explained in a simple manner. The contents of each chapter are enhanced with new and better figures for improved understanding. Detailed derivations are presented for almost all equations. The book follows a step-by-step approach for problem solving, with each step explained from first principles. Chapter 1 explains the behaviour of the prestressed concrete member and introduces the different methods of prestressing and types of prestressed concrete. The need for high tensile steel and high strength concrete for prestressed concrete structure is brought out in Chapter 2, which also describes briefly some of the important properties of these materials. The philosophy of limit state design is discussed in Chapter 3. The various sources and methods to evaluate the loss of prestressing force in both pre-tensioned and post-tensioned prestressed concrete members are dealt with in Chapter 4. Chapter 5 analyzes the behaviour of prestressed concrete member in flexure at both serviceability and ultimate limit state. It elaborates on the different methods to calculate elastic stress distribution in concrete, namely, the combined load approach, the internal couple approach and the equivalent load approach. The chapter also examines the procedures to find the ultimate moment of resistance of both rectangular and flanged sections. Chapters 6 and 7 examine the design for shear, torsion and anchorage zones. Methods to predict the short term and long term deflections of prestressed concrete beams are elucidated in Chapter 8. A01_Prestressed Concrete Design_FM.indd xv 4/29/2013 4:00:11 PM

16 xvi Preface Chapter 9 outlines the procedure to be followed for the design of statically determinate prestressed concrete beams (Type 1 and Type 2 members). The methods of analysis and design of composite members are revealed in Chapter 10. Chapter 11 gives a brief introduction to the analysis of indeterminate prestressed concrete members. The design of one-way and two-way slabs is delineated in Chapter 12. Finally, Chapter 13 covers the design of prestressed concrete pipes, watertanks and ring beams. I thank Ms. Sandhya Jayadev of Pearson Education, for her support and Mr. Beljith P., for typing the manuscript. Comments, feedback and suggestions for the improvement of the book are welcome. Praveen Nagarajan A01_Prestressed Concrete Design_FM.indd xvi 4/29/2013 4:00:11 PM

17 About the Author Dr Praveen Nagarajan is an alumnus of NIT Calicut and IIT Madras. An illustrious student of Civil Engineering throughout his college life, he worked briefly for L&T Ramboll, Chennai, before joining as faculty at NIT Calicut. Included among Dr Praveen s many areas of interest are reinforced and prestressed concrete, steel structures, bridge engineering, structural reliability and structural dynamics topics in which he has published numerous technical papers. A recipient of several awards for technical excellence such as the Valli Anantharamakrishnan Merit Prize (2003) from IIT Madras, E P Nicolaides Prize (2009) from the Institution of Engineers (India) and the Best Young Teacher award (for the academic year ) from NIT Calicut, he has guided more than 25 M.Tech. projects. Currently Assistant Professor at the Department of Civil Engineering, NIT Calicut, he is also guiding three research scholars to their doctoral degrees. A01_Prestressed Concrete Design_FM.indd xvii 4/29/2013 4:00:11 PM

18 A01_Prestressed Concrete Design_FM.indd xviii 4/29/2013 4:00:11 PM

ST7008 PRESTRESSED CONCRETE

ST7008 PRESTRESSED CONCRETE ST7008 PRESTRESSED CONCRETE QUESTION BANK UNIT-I PRINCIPLES OF PRESTRESSING PART-A 1. Define modular ratio. 2. What is meant by creep coefficient? 3. Is the deflection control essential? Discuss. 4. Give

More information

Sabah Shawkat Cabinet of Structural Engineering 2017

Sabah Shawkat Cabinet of Structural Engineering 2017 3.1-1 Continuous beams Every building, whether it is large or small, must have a structural system capable of carrying all kinds of loads - vertical, horizontal, temperature, etc. In principle, the entire

More information

5.4 Analysis for Torsion

5.4 Analysis for Torsion 5.4 Analysis for Torsion This section covers the following topics. Stresses in an Uncracked Beam Crack Pattern Under Pure Torsion Components of Resistance for Pure Torsion Modes of Failure Effect of Prestressing

More information

mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE

mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE SECTION 1. mortarless Design Manual Part 1 (AS 3600:2009) Section 1 Page 1 AS 3600:2009 PLAIN AND REINFORCED CONCRETE - CODE OF PRACTICE 1.1 Overview of AS 3600:2009 AS 3600:2009 is the latest Australian

More information

CHAPTER 11: PRESTRESSED CONCRETE

CHAPTER 11: PRESTRESSED CONCRETE CHAPTER 11: PRESTRESSED CONCRETE 11.1 GENERAL (1) This chapter gives general guidelines required for the design of prestressed concrete structures or members with CFRM tendons or CFRM tendons in conjunction

More information

Fundamentals of Prestressed Concrete Bridge

Fundamentals of Prestressed Concrete Bridge Fundamentals of Prestressed Concrete Bridge MAB1053 Bridge Engineering Prof. Dr. Azlan Abdul Rahman Universiti Teknologi Malaysia UTM 2006 azlanfka/utm05/mab1053 1 Introduction In prestressed concrete,

More information

The Hashemite University Department of Civil Engineering. Dr. Hazim Dwairi. Dr. Hazim Dwairi 1

The Hashemite University Department of Civil Engineering. Dr. Hazim Dwairi. Dr. Hazim Dwairi 1 Department of Civil Engineering Lecture 2.1 Methods of Prestressing Advantages of Prestressing Section remains uncracked under service loads Reduction of steel corrosion (increase durability) Full section

More information

7.1 Transmission of Prestress (Part I)

7.1 Transmission of Prestress (Part I) 7.1 Transmission of Prestress (Part I) This section covers the following topics. Pre-tensioned Members 7.1.1 Pre-tensioned Members The stretched tendons transfer the prestress to the concrete leading to

More information

SECTION 1 INTRODUCTION TO POST-TENSIONED CONCRETE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE

SECTION 1 INTRODUCTION TO POST-TENSIONED CONCRETE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE SECTION 1 INTRODUCTION TO POST-TENSIONED CONCRETE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE NOTE: MOMENT DIAGRAM CONVENTION In PT design, it is preferable to draw moment diagrams to the tensile

More information

POST-TENSIONING APPLICATION AND TECHNOLOGY. Moe Kyaw Aung

POST-TENSIONING APPLICATION AND TECHNOLOGY. Moe Kyaw Aung POST-TENSIONING APPLICATION AND TECHNOLOGY Moe Kyaw Aung Overview 1. Background 2. Basic Design Concept 3. Application and Benefits 4. Components of Post-tensioning System 5. Installation Process 6. Construction

More information

THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP)

THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP) THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP) Introduction Dott. Ing. Giovanni Cerretini Studio Technica (studio@technica.net)

More information

Modelling of RC moment resisting frames with precast-prestressed flooring system

Modelling of RC moment resisting frames with precast-prestressed flooring system Modelling of RC moment resisting frames with precast-prestressed flooring system B.H.H. Peng, R.P. Dhakal, R.C. Fenwick & A.J. Carr Department of Civil Engineering, University of Canterbury, Christchurch.

More information

Applications of sustainable post-tensioned concrete slabs

Applications of sustainable post-tensioned concrete slabs Innov. Infrastruct. Solut. (2017) 2:42 DOI 10.1007/s41062-017-0075-6 TECHNICAL PAPER Applications of sustainable post-tensioned concrete slabs Amr A. Abdelrahman 1 Received: 4 May 2017 / Accepted: 2 June

More information

Reinforced Concrete Design. A Fundamental Approach - Fifth Edition

Reinforced Concrete Design. A Fundamental Approach - Fifth Edition CHAPTER REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition Fifth Edition REINFORCED CONCRETE A. J. Clark School of Engineering Department of Civil and Environmental Engineering

More information

Metallic Structures. Zhao. Xiao-Ling. FRP-Strengthened (CJ*; CRC Press. Taylor & Francis Croup. Taylor & Francis Croup, an informa business

Metallic Structures. Zhao. Xiao-Ling. FRP-Strengthened (CJ*; CRC Press. Taylor & Francis Croup. Taylor & Francis Croup, an informa business FRP-Strengthened Metallic Structures Xiao-Ling Zhao (CJ*; CRC Press Taylor & Francis Croup Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Croup, an informa business Contents

More information

Siddhartha Ray, Molly Mathew, Sanjay Singh3

Siddhartha Ray, Molly Mathew, Sanjay Singh3 nternational Journal of Scientific & Engineering Research, Volume, ssue, December-5 SSN 9-558 Analysis and design of two span continuous preed beam Siddhartha Ray, Molly Mathew, Sanjay Singh P.G student,

More information

1.7 Prestressing Steel

1.7 Prestressing Steel 1.7 Prestressing Steel This section covers the following topics. Forms of Prestressing Steel Types of Prestressing Steel Properties of Prestressing Steel Codal Provisions of Steel 1.7.1 Forms of Prestressing

More information

Flexure Design Sequence

Flexure Design Sequence Prestressed Concrete Beam Design Workshop Load and Resistance Factor Design Flexure Design Flexure Design Sequence Determine Effective flange width Determine maximum tensile beam stresses (without prestress)

More information

Limit States Design in Structural Steel

Limit States Design in Structural Steel Limit States Design in Structural Steel by G.L. Kulak, P.Eng. Professor Emeritus and G.Y. Grondin, P.Eng. Professor Department of Civil and Environmental Engineering University of Alberta Edmonton, Alberta

More information

Comparative Study on Post - Tensioned and Reinforced Concrete flat Slab Systems for a Multistory Building

Comparative Study on Post - Tensioned and Reinforced Concrete flat Slab Systems for a Multistory Building Comparative Study on Post - Tensioned and Reinforced Concrete flat Slab Systems for a Multistory Building Thayapraba M Civil Department, NIT Trichy, (India) ABSTRACT Designers have a huge number of choices

More information

Contents. Tables. Notation xii Latin upper case letters Latin lower case letters Greek upper case letters Greek lower case letters. Foreword.

Contents. Tables. Notation xii Latin upper case letters Latin lower case letters Greek upper case letters Greek lower case letters. Foreword. Tables x Notation xii Latin upper case letters Latin lower case letters Greek upper case letters Greek lower case letters xii xiv xvi xvi Foreword xviii 1 Introduction 1 1.1 Aims of the Manual 1 1.2 Eurocode

More information

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012 INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 1, 2012 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Finite element

More information

Deflection Analysis with Shoring Load Transfer Coefficient for Post-Tensioned Slab

Deflection Analysis with Shoring Load Transfer Coefficient for Post-Tensioned Slab Deflection Analysis with Shoring Load Transfer Coefficient for Post-Tensioned Slab *Ah Sir Cho 1) and Thomas Kang 2) 1), 2) Department of Architecture & Architectural Engineering, Seoul National University,

More information

Strength Design of Reinforced Concrete Structures

Strength Design of Reinforced Concrete Structures Chapter 6 Strength Design of Reinforced Concrete Structures 6.1 Analysis and Design General Considerations 6.1.1 Convention and Notation Unless otherwise explicitly stated, the following units shall be

More information

An Overview on Tendon Layout for Prestressed Concrete Beams

An Overview on Tendon Layout for Prestressed Concrete Beams P P P Assistant P Assistant P P PG P P HOD, IJISET - International Journal of Innovative Science, Engineering & Technology, Vol. 2 Issue 9, September 2015. An Overview on Tendon Layout for Prestressed

More information

Construction Technology for Tall Buildings

Construction Technology for Tall Buildings Construction Technology for Tall Buildings (3rd Edition) This page intentionally left blank Construction Technology for Tall Buildings (3rd Edition) CHEW Yit Lin, Michael Department of Building National

More information

Module Definition Form (MDF)

Module Definition Form (MDF) Module Definition Form (MDF) Module code: MOD002325 Version: 2 Date Amended: 28/Sep/2016 1. Module Title Structural Method and Analysis 2a. Module Leader Yingang Du 2b. Department Department of Engineering

More information

Analysis of Statically Determinate Structures. W.M.Onsongo. 11~1~~ii~1 ~il~~i~i~',r,~jrll. Nairobi University Press

Analysis of Statically Determinate Structures. W.M.Onsongo. 11~1~~ii~1 ~il~~i~i~',r,~jrll. Nairobi University Press Analysis of Statically Determinate Structures W.M.Onsongo 11~1~~ii~1 ~il~~i~i~',r,~jrll 04965208 Nairobi University Press CONTENTS Preface xiii CHAPTER INTRODUCTION I 1.1 Structures 1.2 Loads 1.3 Analysis

More information

Fundamental Structural Analysis

Fundamental Structural Analysis Fundamental Structural Analysis w. J. Spencer Fundamental Structural Analysis Springer Science+Business Media, LLC W. J. Spencer 1988 Originally published by Springer-Verlag New York Inc. in 1998 Softcover

More information

ANSYS Customization for Bridges and Prestressed Concrete Structures Analysis and Design

ANSYS Customization for Bridges and Prestressed Concrete Structures Analysis and Design ANSYS Customization for Bridges and Prestressed Concrete Structures Analysis and Design Javier Aparicio Ingeciber, S.A. Isabella Maia Ingeciber, S.A. Eduardo Salete Ingeciber, S.A. Abstract This paper

More information

UHPC Connection of Precast Bridge Deck

UHPC Connection of Precast Bridge Deck Jan L. Vitek, Metrostav, a.s. and CTU in Prague Jiri Kolisko, CTU in Prague, Klokner Institute David Citek, CTU in Prague, Klokner Institute Stanislav Rehacek, CTU in Prague, Klokner Institute Robert Coufal,

More information

CVEN9806 Prestressed Concrete Design

CVEN9806 Prestressed Concrete Design CVEN9806 Prestressed Concrete Design Semester 1, 2015 COURSE DETAILS Units of Credit 6 Contact hours 3 hours per week Class Tuesday, 6 to 9pm CE101 Lecturer Associate Professor Mario M. Attard Email: m.attard@unsw.edu.au

More information

About the Causes of the Koror Bridge Collapse

About the Causes of the Koror Bridge Collapse Open Journal of Safety Science and Technology, 2014, 4, 119-126 Published Online June 2014 in SciRes. http://www.scirp.org/journal/ojsst http://dx.doi.org/10.4236/ojsst.2014.42013 About the Causes of the

More information

Chapter Five Torsion. Reinforced Concrete Structures 2 (CEng-3122)

Chapter Five Torsion. Reinforced Concrete Structures 2 (CEng-3122) Reinforced Concrete Structures 2 (CEng-3122) Chapter Five Torsion 1 School of Civil and Environmental Engineering Concrete Material and Structures Chair 2 1. Introduction 2. Torsional Resistance 3. Analysis

More information

Comparative Study of R.C.C and Steel Concrete Composite Structures

Comparative Study of R.C.C and Steel Concrete Composite Structures RESEARCH ARTICLE OPEN ACCESS Comparative Study of R.C.C and Steel Concrete Composite Structures Shweta A. Wagh*, Dr. U. P. Waghe** *(Post Graduate Student in Structural Engineering, Y.C.C.E, Nagpur 441

More information

1. Cast-in-place concrete is specified in Section

1. Cast-in-place concrete is specified in Section SECTION 03 38 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for furnishing and installing post-tensioned slabs, jacks, jacking and anchors at Parking Structure, and record

More information

UNIVERSITI PUTRA MALAYSIA EVALUATION OF EFFECTIVE SECTION FOR STANDARD PRESTRESS CONCRETE SECTIONS UNDER FLEXURE AHMAD ROSLI BIN ABDUL RAHMAN

UNIVERSITI PUTRA MALAYSIA EVALUATION OF EFFECTIVE SECTION FOR STANDARD PRESTRESS CONCRETE SECTIONS UNDER FLEXURE AHMAD ROSLI BIN ABDUL RAHMAN UNIVERSITI PUTRA MALAYSIA EVALUATION OF EFFECTIVE SECTION FOR STANDARD PRESTRESS CONCRETE SECTIONS UNDER FLEXURE AHMAD ROSLI BIN ABDUL RAHMAN FK 2005 100 EVALUATION OF EFFECTIVE SECTION FOR STANDARD PRESTRESS

More information

THE PERFORMANCE OF CONCRETE GROUND FLOOR SLAB REINFORCEMENT TO CONTROL SHRINKAGE CRACKING. D H Chisholm 1

THE PERFORMANCE OF CONCRETE GROUND FLOOR SLAB REINFORCEMENT TO CONTROL SHRINKAGE CRACKING. D H Chisholm 1 THE PERFORMANCE OF CONCRETE GROUND FLOOR SLAB REINFORCEMENT TO CONTROL SHRINKAGE CRACKING D H Chisholm 1 ABSTRACT In a typical residential concrete floor slab, the cast in strip footings on the slab perimeter

More information

THE DESIGN AND CONSTRUCTION OF POST TENSIONED FLAT SLAB NURHIDAYAH BINTI ZAKARIA

THE DESIGN AND CONSTRUCTION OF POST TENSIONED FLAT SLAB NURHIDAYAH BINTI ZAKARIA THE DESIGN AND CONSTRUCTION OF POST TENSIONED FLAT SLAB NURHIDAYAH BINTI ZAKARIA A dissertation submitted in partial fulfillment of the requirements for the award of the degree of Master of Engineering

More information

BEHAVIOR OF REINFORCED CONCRETE BEAM WITH OPENING

BEHAVIOR OF REINFORCED CONCRETE BEAM WITH OPENING International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 7, July 2017, pp. 581 593, Article ID: IJCIET_08_07_062 Available online at http:// http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=7

More information

Crack detection in composite bridges with relative displacement sensors

Crack detection in composite bridges with relative displacement sensors Crack detection in composite bridges with relative displacement sensors *Jun Li 1) and Hong Hao 2) 1), 2) Department of Civil Engineering, Curtin University, Kent Street, Bentley, WA6102 1) junli@curtin.edu.au,

More information

CHAPTER 7: SERVICEABILITY LIMIT STATES

CHAPTER 7: SERVICEABILITY LIMIT STATES CHAPTER 7: SERVICEABILITY LIMIT STATES 7.1 GENERAL It shall be in accordance with JSCE Standard Specification (Design), 7.1. 7.2 CALCULATION OF STRESS AND STRAIN It shall be in accordance with JSCE Standard

More information

ULTIMATE LOAD-CARRYING CAPACITY OF SELF-ANCHORED CONCRETE SUSPENSION BRIDGE

ULTIMATE LOAD-CARRYING CAPACITY OF SELF-ANCHORED CONCRETE SUSPENSION BRIDGE ULTIMATE LOAD-CARRYING CAPACITY OF SELF-ANCHORED CONCRETE SUSPENSION BRIDGE Meng Jiang*, University of Technology Dalian, P. R. China Wenliang Qiu, University of Technology Dalian, P. R. China Lihua Han,

More information

SERVICEABILITY LIMIT STATES OF CONCRETE BEAMS PRESTRESSED BY CFRP BARS

SERVICEABILITY LIMIT STATES OF CONCRETE BEAMS PRESTRESSED BY CFRP BARS SERVICEABILITY LIMIT STATES OF CONCRETE BEAMS PRESTRESSED BY CFRP BARS by Amr A. Abdelrahman(l) and Sami H. Rizkalla(2) Abstract The non-corrosive and high strength-to-weight ratio characteristics of carbon

More information

Contents FUNDAMENTALS OF STRUCTURAL ANALYSIS. Section A1 Elasticity... 3

Contents FUNDAMENTALS OF STRUCTURAL ANALYSIS. Section A1 Elasticity... 3 Preface... xv PART A FUNDAMENTALS OF STRUCTURAL ANALYSIS Section A1 Elasticity... 3 CHAPTER 1 Basic elasticity... 5 1.1 Stress... 5 1.2 Notation for forces and stresses... 7 1.3 Equations of equilibrium...

More information

TORSION SIMPLIFIED: A FAILURE PLANE MODEL FOR DESIGN OF SPANDREL BEAMS

TORSION SIMPLIFIED: A FAILURE PLANE MODEL FOR DESIGN OF SPANDREL BEAMS TORSION SIMPLIFIED: A FAILURE PLANE MODEL FOR DESIGN OF SPANDREL BEAMS Gary Klein, Gregory Lucier, Sami Rizkalla, Paul Zia and Harry Gleich Biography: Gary Klein, FACI, is Executive Vice President and

More information

THEORETICAL AND EXPERIMENTAL STUDY OF UNBOUNDED POST-TENSIONED CONTINUOUS SLAB DECKS CONSISTING OF HIGH STRENGTH SCC

THEORETICAL AND EXPERIMENTAL STUDY OF UNBOUNDED POST-TENSIONED CONTINUOUS SLAB DECKS CONSISTING OF HIGH STRENGTH SCC CD02-017 THEORETICAL AND EXPERIMENTAL STUDY OF UNBOUNDED POST-TENSIONED CONTINUOUS SLAB DECKS CONSISTING OF HIGH STRENGTH SCC A.A. Maghsoudi 1, M. Torkamanzadeh 2 1 Associate. Prof., Civil Engineering.

More information

A Guide for the Interpretation of Structural Design Options for Residential Concrete Structures

A Guide for the Interpretation of Structural Design Options for Residential Concrete Structures CFA Technical Note: 008-2010 A Guide for the Interpretation of Structural Design Options for Residential Concrete Structures CFA Technical This CFA Technical Note is intended to serve as a guide to assist

More information

four design methods & beams Allowable Stress Design Limit State Design Allowable Stress Design

four design methods & beams Allowable Stress Design Limit State Design Allowable Stress Design APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTES DR. ANNE NICHOLS FALL 013 lecture four Allowable Stress Design historical method a.k.a. working stress, stress design stresses stay in ELASTIC

More information

Design of Post Tensioned Slab (Review)

Design of Post Tensioned Slab (Review) Design of Post Tensioned Slab (Review) Arun S. Bhutekar, Kishor S. Mirge, Bhavna Mhaske, Mangesh J. Sarkate, Prof,N. N. Shinde Department Civil Engineering, Email: bhutekararun143@gmail.com ABSTRACT- The

More information

PrestressedConcreteInvertedTeeBeamswithCFRPforBuildingStructures

PrestressedConcreteInvertedTeeBeamswithCFRPforBuildingStructures Global Journal of Researches in Engineering: E Civil And Structural Engineering Volume 17 Issue 3 Version 1. Type: Double Blind Peer Reviewed International Research Journal Publisher: Global Journals Inc.

More information

Principal Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE

Principal Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE Design of continuity slabs and the 020 Gajanan Chaudhari Principal Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE Anand Panpate Senior Bridge Engineer Middle East & India Atkins Abu Dhabi, UAE

More information

In-plane testing of precast concrete wall panels with grouted sleeve

In-plane testing of precast concrete wall panels with grouted sleeve In-plane testing of precast concrete wall panels with grouted sleeve P. Seifi, R.S. Henry & J.M. Ingham Department of Civil Engineering, University of Auckland, Auckland. 2017 NZSEE Conference ABSTRACT:

More information

Softening Coefficients for Prestressed Steel Fiber Reinforced Concrete. Prestressed Steel Fiber Reinforced Concrete in Tension.

Softening Coefficients for Prestressed Steel Fiber Reinforced Concrete. Prestressed Steel Fiber Reinforced Concrete in Tension. Constitutive Relationships of Prestressed Steel Fiber Reinforced Concrete in Tension Justin Mickey Softening Coefficients for Prestressed Steel Fiber Reinforced Concrete Thomas Kelleher NSF REU Summer

More information

CIVE Concrete I Fall

CIVE Concrete I Fall CIVE 413 - Concrete I Fall 2017-2018 Catalogue Description : CIVE 413 Concrete I Credits: 3 Prerequisite: CIVE 310 Mechanics of Material The course seeks to provide the students with the basic and fundamental

More information

FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING

FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING By Benjamin M. Schlick University of Massachusetts Amherst Department of Civil and Environmental Engineering

More information

SHEAR STRENGTH CAPACITY OF PRESTRESSED CONCRETE BEAM- COLUMN JOINT FOCUSING ON TENDON ANCHORAGE LOCATION

SHEAR STRENGTH CAPACITY OF PRESTRESSED CONCRETE BEAM- COLUMN JOINT FOCUSING ON TENDON ANCHORAGE LOCATION th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, Paper No. SHEAR STRENGTH CAPACITY OF PRESTRESSED CONCRETE BEAM- COLUMN JOINT FOCUSING ON TENDON ANCHORAGE LOCATION Wei YUE,

More information

Single Piles and Pile Groups

Single Piles and Pile Groups Single Piles and Pile Groups Under Lateral Loading 2nd Edition Lymon C. Reese Academic Chair Emeritus Department of Civil Engineering The University of Texas at Austin William Van Impe Full Professor of

More information

GIRDER DESIGN FOR BUILDINGS

GIRDER DESIGN FOR BUILDINGS POST-TENSIONED TRANSFER GIRDER DESIGN FOR BUILDINGS Overload, Restraint and Construction Staging g Issues Almıla Uzel and Neb Erakovic (C) COPYRIGHT POST-TENSIONING INSTITUTE, ALL RIGHTS RESERVED Page

More information

STRENGTHENING OF UNBONDED POST-TENSIONED CONCRETE SLABS USING EXTERNAL FRP COMPOSITES

STRENGTHENING OF UNBONDED POST-TENSIONED CONCRETE SLABS USING EXTERNAL FRP COMPOSITES STRENGTHENING OF UNBONDED POST-TENSIONED CONCRETE SLABS USING EXTERNAL FRP COMPOSITES F. El M e s k i 1 ; M. Harajli 2 1 PhD student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut;

More information

Cracks and Crack Control in Concrete Structures

Cracks and Crack Control in Concrete Structures Special Report Cracks and Crack Control in Concrete Structures Fritz Leonhardt Professor Emeritus Dr.-Ing. Dr.-Ing. h.c. mull. Consulting Engineer Stuttgart, FRG The material presented in this paper is

More information

FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE BEAMS

FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE BEAMS FINITE ELEMENT ANALYSIS OF PRESTRESSED CONCRETE BEAMS ABHINAV S. KASAT 1 & VALSSON VARGHESE 2 1 (P.G. Student (M-Tech- Structure), Department of Civil Engineering, KDKCE, Nagpur-440009, Maharashtra, India)

More information

xiii Preface to the Fifth Edition Preface to the Second Edition Factors for Conversion to SI Units of

xiii Preface to the Fifth Edition Preface to the Second Edition Factors for Conversion to SI Units of Structural Steel Designer's Handbook Table Of Contents: Contributors xiii Preface to the Fifth Edition xv Preface to the Second Edition xvii Factors for Conversion to SI Units of xix Measurement Chapter

More information

Effect of Cracked Section on Lateral Response of Reinforced Concrete Flanged Beams

Effect of Cracked Section on Lateral Response of Reinforced Concrete Flanged Beams Vol.2, Issue.5, Sep-Oct. 212 pp-3384-3389 ISSN: 2249-6645 Effect of Cracked Section on Lateral Response of Reinforced Concrete Flanged Beams Wakchaure M. R. 1, Varpe Charulata S. 2 1(Asso.Professor. Civil

More information

Nonlinear Models of Reinforced and Post-tensioned Concrete Beams

Nonlinear Models of Reinforced and Post-tensioned Concrete Beams 111 Nonlinear Models of Reinforced and Post-tensioned Concrete Beams ABSTRACT P. Fanning Lecturer, Department of Civil Engineering, University College Dublin Earlsfort Terrace, Dublin 2, Ireland. Email:

More information

DESIGN OF STEEL FIBRE REINFORCED CONCRETE BEAMS USING THE NEW FIB MODEL CODE 2010 AN EVALUATIVE

DESIGN OF STEEL FIBRE REINFORCED CONCRETE BEAMS USING THE NEW FIB MODEL CODE 2010 AN EVALUATIVE 147 Paper No. 739 DESIGN OF STEEL FIBRE REINFORCED CONCRETE BEAMS USING THE NEW FIB MODEL CODE 2010 AN EVALUATIVE AMMAR ABID, K. B. FRANZEN 148 Ammar Abid, K. B. Franzen 72 nd Annual Session of Pakistan

More information

STRUCTURAL CALCULATIONS

STRUCTURAL CALCULATIONS STRUCTURAL CALCULATIONS FOR BALUSTRADES USING BALCONY 1 SYSTEM HANDRAIL WITH INTERNAL 58 x 4mm STEEL REINFORCING BAR AND WITH 48.3mm DIAMETER X 5mm STEEL STANDARDS BY BALCONY SYSTEMS LIMITED Balcony 1

More information

Prestressed Concrete Girder Continuity Connection

Prestressed Concrete Girder Continuity Connection Report No: Title: Developing Organization: Precast/Prestressed Concrete Institute Technical Committee Phone - 888-700-5670 Email contact@pcine.org Website- www.pcine.org Report Date: Revision Date: Status

More information

AISI S E1 AISI STANDARD. Errata to North American Specification. for the Design of Cold-Formed. Steel Structural Members.

AISI S E1 AISI STANDARD. Errata to North American Specification. for the Design of Cold-Formed. Steel Structural Members. AISI S100-12-E1 AISI STANDARD Errata to North American Specification for the Design of Cold-Formed Steel Structural Members 2012 Edition Amendment on August 16, 2013 Errata to North American Specification

More information

Post-tensioned prestressed concrete bridge - assignment

Post-tensioned prestressed concrete bridge - assignment Post-tensioned prestressed concrete bridge - assignment Design a post-tensioned prestressed concrete bridge of a three-span arrangement. The construction is prestressed at the age of 7 days and put into

More information

Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION

Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION The selection of a wall type and appropriate connection details is one of the most important

More information

LATERAL LOAD BEHAVIOR OF UNBONDED POST-TENSIONED HYBRID COUPLED WALLS. Qiang SHEN Graduate Research Assistant. Yahya C. KURAMA Assistant Professor

LATERAL LOAD BEHAVIOR OF UNBONDED POST-TENSIONED HYBRID COUPLED WALLS. Qiang SHEN Graduate Research Assistant. Yahya C. KURAMA Assistant Professor LATERAL LOAD BEHAVIOR OF UNBONDED POST-TENSIONED HYBRID COUPLED WALLS Qiang SHEN Graduate Research Assistant Yahya C. KURAMA Assistant Professor University of Notre Dame, Civil Engineering and Geological

More information

Application of Tensioned CFRP Strip Method to an Existing Bridge

Application of Tensioned CFRP Strip Method to an Existing Bridge SP-230 66 Application of Tensioned CFRP Strip Method to an Existing Bridge by A. Tateishi, A. Kobayashi, Y. Hamada, T. Takahashi, and H. Yasumori Synop nopsis: s: Tensioned carbon fiber reinforced polymer

More information

Seismic Analysis And Design of a Commercial Buildings (G+5)

Seismic Analysis And Design of a Commercial Buildings (G+5) Seismic Analysis And Design of a Commercial Buildings (G+5) Koritala Sindhua, PG student, Department of Civil Engineering, AM Reddy Engineering College,Narasaraopeta,Guntur Dist, Ap, JNTUK ABSTRACT The

More information

Experimental investigation of the use of CFRP grid for shear strengthening of RC beams

Experimental investigation of the use of CFRP grid for shear strengthening of RC beams Journal of Asian Concrete Federation Vol. 2, No. 2, Dec. 2016, pp. 117-127 ISSN 2465-7964 / eissn 2465-7972 http://dx.doi.org/10.18702/acf.2016.12.2.2.117 Experimental investigation of the use of CFRP

More information

STUDY AND BEHAVIOR OF INFILLED VIERENDEEL REINFORCED CONCRETE FRAME WITH OPENINGS UNDER STATIC CYCLIC LOADING WITH P.C.C INFILLING

STUDY AND BEHAVIOR OF INFILLED VIERENDEEL REINFORCED CONCRETE FRAME WITH OPENINGS UNDER STATIC CYCLIC LOADING WITH P.C.C INFILLING International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 7, pp. 579 587 Article ID: IJCIET_8_4_65 Available online at http://www.ia aeme.com/ijciet/issues.asp?jtype=ijciet&vtyp

More information

Cover Prestressed Concrete Design Page i This page intentionally left blank. Page ii Page iii Prestressed Concrete Design Second edition M.K.Hurst MSc, DIC, MICE, MIStruct.E E & FN SPON An Imprint of Routledge

More information

Experimental Research of Bridges with Encased Beams

Experimental Research of Bridges with Encased Beams Experimental Research of Bridges with Encased Beams VINCENT KVOČÁK VIKTÓRIA KOŽLEJOVÁ Institute of Structural Engineering, Civil Engineering Faculty Technical University in Košice Vysokoškolská 4, 042

More information

Parametric Study of Continuous Concrete Beam Prestressed with External Tendon

Parametric Study of Continuous Concrete Beam Prestressed with External Tendon Parametric Study of Continuous Concrete Beam Prestressed with External Tendon Assistant Professor, College of Engineering, Diyala University, Iraq ABSTRACT This paper presents the results of a parametric

More information

fib publications - Pr.November 2017:

fib publications - Pr.November 2017: fib publications - Pr.November 2017: No. 79. Fibre-reinforced concrete: From design to structural applications. FRC 2014: ACI-fib International Workshop Proceedings - ACI SP-310 (480 pages, ISBN 978-2-88394-119-9,

More information

Proposed Modifications to the LRFD Design of U-Beam Bearings

Proposed Modifications to the LRFD Design of U-Beam Bearings Proposed Modifications to the LRFD Design of U-Beam Bearings Charles D. Newhouse, Scott A. Bole, W. R. Burkett, Phillip T. Nash, Mostafa El-Shami Performed in Cooperation with the Texas Department of Transportation

More information

Moment curvature analysis of concrete flexural members confined with CFRP grids

Moment curvature analysis of concrete flexural members confined with CFRP grids Materials Characterisation V 131 Moment curvature analysis of concrete flexural members confined with CFRP grids A. Michael & P. Christou Department of Civil Engineering, Frederick University, Cyprus Abstract

More information

Appendix D.2. Redundancy Analysis of Prestressed Box Girder Superstructures under Vertical Loads

Appendix D.2. Redundancy Analysis of Prestressed Box Girder Superstructures under Vertical Loads Appendix D.2 Redundancy Analysis of Prestressed Box Girder Superstructures under Vertical Loads By Jian Yang, Giorgio Anitori, Feng Miao and Michel Ghosn Contents 1. Introduction...1 2. Prestressed Concrete

More information

DESIGN FOR PROGRESSIVE COLLAPSE 1

DESIGN FOR PROGRESSIVE COLLAPSE 1 Your Partner in Structural Concrete Design TN447_progressive_collapse_110713 DESIGN FOR PROGRESSIVE COLLAPSE 1 Bijan O Aalami 2 This Technical Note outlines the design of column-supported conventionally

More information

2012 IBC/2011 MSJC MASONRY CODE COMPILATION

2012 IBC/2011 MSJC MASONRY CODE COMPILATION 2012 IBC/2011 MSJC MASONRY CODE COMPILATION 2012 IBC CHAPTER 21 MASONRY Merged IBC/MSJC 2011 MSJC CODE CHAPTER 1 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES SECTION 2101 GENERAL

More information

Page 53 pren (Final draft)

Page 53 pren (Final draft) Page 53 SECTION 5 STRUCTURAL ANALYSIS 5.1 General provisions The purpose of analysis is to establish the distribution of either internal forces and moments, or stresses, strains and displacements, over

More information

Concrete and Masonry structures 3

Concrete and Masonry structures 3 Concrete and Masonry structures 3 133CM03 Model Homework 1 Post-tensioned prestressed concrete bridge - assignment Design a post-tensioned prestressed concrete bridge of a three-span arrangement. The construction

More information

MIDAS Training Series

MIDAS Training Series MIDAS midas Civil Title: All-In-One Super and Sub Structure Design NAME Edgar De Los Santos / MIDAS IT United States 2016 Substructure Session 1: 3D substructure analysis and design midas Civil Session

More information

Compression Behavior, Strength, and Ductility of Confined Concrete after Inelastic Tensile Cyclic Loading

Compression Behavior, Strength, and Ductility of Confined Concrete after Inelastic Tensile Cyclic Loading Lehigh University Lehigh Preserve Theses and Dissertations 2014 Compression Behavior, Strength, and Ductility of Confined Concrete after Inelastic Tensile Cyclic Loading Mujahid Noor Lehigh University

More information

Strengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating

Strengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating Strengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating FLORUŢ SORIN-CODRUŢ*, NAGY-GYÖRGY TAMÁS*, STOIAN VALERIU*, DIACONU DAN* * Department of Civil Engineering

More information

6. Concrete. 6.1 Scope. C6.2 Material Properties Based on Historical Information. C6.1 Scope. 6.2 Material Properties Based on Historical Information

6. Concrete. 6.1 Scope. C6.2 Material Properties Based on Historical Information. C6.1 Scope. 6.2 Material Properties Based on Historical Information 6. Concrete 6.1 Scope This chapter sets forth requirements for the Systematic Rehabilitation of concrete lateral-force-resisting elements within a building. The requirements of this chapter shall apply

More information

Determination of Failure Strength of Flat Plate Weld Joint Using Finite Element Analysis

Determination of Failure Strength of Flat Plate Weld Joint Using Finite Element Analysis International Journal of Scientific & Engineering Research Volume 3, Issue 12, December-2012 1 Determination of Failure Strength of Flat Plate Weld Joint Using Finite Element Analysis M. V. Dalvi 1, Mrs.

More information

Design for Shear for Prestressed Concrete Beam

Design for Shear for Prestressed Concrete Beam Design for Shear for Prestressed Concrete Beam Introduction The behaviour of prestressed beams at failure in shear is distinctly different from their behaviour in flexure. The beam will tend to fail abruptly

More information

Summary. 1. Introduction. Enrique GONZÁLEZ DUEÑAS Civil Engineer LRA Infrastructures Consulting Madrid, SPAIN

Summary. 1. Introduction. Enrique GONZÁLEZ DUEÑAS Civil Engineer LRA Infrastructures Consulting Madrid, SPAIN Tomás RIPA ALONSO Partner. Civil Engineer LRA Infrastructures Consulting Madrid, SPAIN tomasripa@lraingenieria.es Tomás Ripa received his civil engineering degree from the Technical University of Madrid,

More information

HIGH PERFORMANCE CONCRETE. by John J. Roller CTLGroup

HIGH PERFORMANCE CONCRETE. by John J. Roller CTLGroup HIGH PERFORMANCE CONCRETE by John J. Roller CTLGroup Early Louisiana HPC Research Law & Rasoulian (1980) Adelman & Cousins (1990) Bruce, Russell & Roller (1990-1993) Law & Rasoulian (1980) Concrete strengths

More information

Behavior of a multiple spans cable-stayed bridge

Behavior of a multiple spans cable-stayed bridge Tailor Made Concrete Structures Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8 Behavior of a multiple spans cable-stayed bridge S. Arnaud, N. Matsunaga, S. Nagano

More information

Fundamentals of Post-Tensioned Concrete Design for Buildings

Fundamentals of Post-Tensioned Concrete Design for Buildings Fundamentals of Post-Tensioned Concrete Design for Buildings Part One by John P. Miller www.suncam.com Copyright 2012 John P. Miller Page 1 of 49 Overview of This Course This is Part One of a three-part

More information

TWO-WAY POST-TENSIONED SLABS WITH BONDED TENDONS

TWO-WAY POST-TENSIONED SLABS WITH BONDED TENDONS PTI JOURNAL TECHNICAL PAPER TWO-WAY POST-TENSIONED SLABS WITH BONDED TENDONS By Kenneth B. Bondy Authorized reprint from: December 2012 issue of the PTI Journal Copyrighted 2012, Post-Tensioning Institute

More information

How to Design a Singly Reinforced Concrete Beam

How to Design a Singly Reinforced Concrete Beam Time Required: 45 minutes Materials: -Engineering Paper -Calculator -Pencil -Straight Edge Design For Flexural Limit State How to Design a Singly Reinforced Concrete Beam Goal: ΦMn > Mu Strength Reduction

More information

On detailing of reinforced-concrete frame structures for robustness and for earthquake resistance

On detailing of reinforced-concrete frame structures for robustness and for earthquake resistance On detailing of reinforced-concrete frame structures for robustness and for earthquake resistance R. Farhat, N. Gluck, R. Eid & U. Tzadka Civil Engineering Department, Sami Shamoon College of Engineering,

More information