pci 6th edition

1. PCI 6th Edition Handbook History Main seminar theme.Main seminar theme.

2. Presentation Outline PCI history Notable modifications to the 6th Edition General chapter by chapter overview

3. Formation of PCI PCI was originated by 6 Florida companies Founded in 1954 Director - Martin P. Korn President - Douglas Cone Initially consisted of 6 plants and has grown to 278 plants currently Brief introduction of how PCI was formed. Brief introduction of how PCI was formed.

4. Goal of PCI Develop a standard practice What is the reason of a trade association The graphic image represents moved from an un-coordinated group to a coordinated more coordinate or standard approach to using a precast solution. With the advent of PCI there became a standard approach to the use of precast prestressed concrete. Although not in the same fashion as the Steel industry the end user could be assured of the design approach, production quality and erection of the structure. The graphic on the right is a movie that repeats. There is a transition when the space bar is hit.What is the reason of a trade association The graphic image represents moved from an un-coordinated group to a coordinated more coordinate or standard approach to using a precast solution. With the advent of PCI there became a standard approach to the use of precast prestressed concrete. Although not in the same fashion as the Steel industry the end user could be assured of the design approach, production quality and erection of the structure. The graphic on the right is a movie that repeats. There is a transition when the space bar is hit.

5. Goal of PCI Develop a standard practice Benefits of a standard design practice Shared design research Increase engineering knowledge Promote production efficiency

6. Publication Timeline General publication timeline Overview of major publications or first edition publications Design Handbook Quality Control Manuals Architectural Handbook Drafting Handbook Hollow Core Manual Bridge ManualGeneral publication timeline Overview of major publications or first edition publications Design Handbook Quality Control Manuals Architectural Handbook Drafting Handbook Hollow Core Manual Bridge Manual

7. PCI Design Handbook – 1st Edition Motivation Standard approach to design Illustrate application of product Assist design practices Disseminate consistent product specifications Driving factors for the need to create handbook Main reasons for the industry to create a design handbook Initiate a Standard Approach to Design Inform owners, architects, and engineers of the application of precast concrete Create a design aid to assist engineers with precast concrete design Create a document for precast concrete specificationsDriving factors for the need to create handbook Main reasons for the industry to create a design handbook Initiate a Standard Approach to Design Inform owners, architects, and engineers of the application of precast concrete Create a design aid to assist engineers with precast concrete design Create a document for precast concrete specifications

8. PCI Design Handbook – 1st Edition Similar to AISC Section properties Design requirements Design equations Standard practice Design aids ACI design code Load factors Code requirements Accepted by building officials Basis of the 1st edition. The book was to give designers information regarding a wide range and variety of products. The information would be used to estimate design, and size all the necessary members for a precast / prestressed system.Basis of the 1st edition. The book was to give designers information regarding a wide range and variety of products. The information would be used to estimate design, and size all the necessary members for a precast / prestressed system.

9. 1st Edition Content 377 Pages Product applications and materials Preliminary design Building analysis and design Components design Product handling and bracing Connection design Architectural topics Tolerances Other considerations Specifications and standard practice General design information General Bullet points about the 1st Edition.General Bullet points about the 1st Edition.

10. PCI Design Handbook – 6th Edition Motivation ACI 318-02 IBC 2003 ASCE 7 - 2002 Reflect the most recent research 736 pages, 111 more than the 5th Reasons for creating a 6th Edition As the concrete design code and building codes are update so is the PCI design handbook. The ACI design code is on a 6 year cycle, IBC is on a 6 year cycle and the ASCE7 is on a 4 year cycle. In addition to design codes being update research in the field’s of seismic, flexure, torsion and other important topics prompt revisions. These revisions create additional ductility, increase capacity or long span of the building systems and its components.Reasons for creating a 6th Edition As the concrete design code and building codes are update so is the PCI design handbook. The ACI design code is on a 6 year cycle, IBC is on a 6 year cycle and the ASCE7 is on a 4 year cycle. In addition to design codes being update research in the field’s of seismic, flexure, torsion and other important topics prompt revisions. These revisions create additional ductility, increase capacity or long span of the building systems and its components.

11. Review Process Handbook Committee Industry Producer Engineers, Industry Engineering Consultants, and Academia Technical Activities Committee (TAC) Industry Producer Engineers, Industry Engineering Consultants, and Academia Blue Ribbon Review Committee Industry Producer Engineers, Industry Engineering Consultants, and Academia How the handbook committee operates and review process The Handbook Committee is made of producers, academics and industry consultants. These individuals design or teach the design of precast prestressed concrete on a daily basis. The book is broken into chapter sub-committees and assigned a chapter chairperson. The global changes of the book are well established – design code, format etc and then the each sub-committee applies the changes to the examples, theory and references. The book is approved through a Ballot process where the entire committee reviews every chapter and votes. Finally an independent group, Blue Ribbon Review Committee” is established to give the entire book a review. The BRC is made of producers, academics and industry consultantsHow the handbook committee operates and review process The Handbook Committee is made of producers, academics and industry consultants. These individuals design or teach the design of precast prestressed concrete on a daily basis. The book is broken into chapter sub-committees and assigned a chapter chairperson. The global changes of the book are well established – design code, format etc and then the each sub-committee applies the changes to the examples, theory and references. The book is approved through a Ballot process where the entire committee reviews every chapter and votes. Finally an independent group, Blue Ribbon Review Committee” is established to give the entire book a review. The BRC is made of producers, academics and industry consultants

12. Notable Modifications Ch. 2, Preliminary Design Upgraded to reflect ACI 318-02 load factors Ch. 3, Analysis and Design Complete revision due to the introduction of IBC and modification to ASCE codes Examples revised to match code Modifications The design tables are updated for revised load and resistance factors. 15ft wide double tee was added. Chapter 3 was completely re-written to reflect the latest research and adoption of IBC 2003. This chapter is a brief introduction to Seismic Design and the details of Seismic Design can be found in the Seismic Design Manual.Modifications The design tables are updated for revised load and resistance factors. 15ft wide double tee was added. Chapter 3 was completely re-written to reflect the latest research and adoption of IBC 2003. This chapter is a brief introduction to Seismic Design and the details of Seismic Design can be found in the Seismic Design Manual.

13. Notable Modifications Ch. 4, Component Design Flexure and shear upgraded to reflect ACI 318-02 Torsion returns to 4th edition methods Changes regarding stress limits Modifications The torsion section from the 4th edition was re introduced in the 6th Edition and has been adopted by ACI. The original reference document is 10. Zia, Paul and McGee, W. D., “Torsion Design of Prestressed Concrete,” PCI JOURNAL, V. 19, No. 2, March-April 1974. The revised Reference Document is 11. Zia, Paul and Hsu, T.C., “Design for Torsion and Shear in Prestressed Concrete,” Preprint 3424, American Society of Civil Engineers, October, 1978. Reprinted in revised form in PCI JOURNAL, V. 49, No. 3, May-June 2004. Modifications The torsion section from the 4th edition was re introduced in the 6th Edition and has been adopted by ACI. The original reference document is 10. Zia, Paul and McGee, W. D., “Torsion Design of Prestressed Concrete,” PCI JOURNAL, V. 19, No. 2, March-April 1974. The revised Reference Document is 11. Zia, Paul and Hsu, T.C., “Design for Torsion and Shear in Prestressed Concrete,” Preprint 3424, American Society of Civil Engineers, October, 1978. Reprinted in revised form in PCI JOURNAL, V. 49, No. 3, May-June 2004.

14. Notable Modifications Ch. 6, Connection Design New method to design headed studs Updated connection design Limit State Weld Procedure Presented

15. Notable Modifications Ch. 9, Thermal, Acoustical, fire and other considerations Sandwich panel research added Fire resistance added to reflect current code Vibration has been rewriting Cracking repair and maintenance has been rewritten Modifications The vibration section was completely re-written to reflect the industry standard practice. And example a survey was done for the bleacher section to determine acceptable design frequencies and design spans for square and tapered bays. Sandwich wall panel section update on recent research at Lehigh University.Modifications The vibration section was completely re-written to reflect the industry standard practice. And example a survey was done for the bleacher section to determine acceptable design frequencies and design spans for square and tapered bays. Sandwich wall panel section update on recent research at Lehigh University.

16. Notable Modifications Ch. 10, Specifications and Standard Practices Created a computerized specification. Created a Standard of Practice Modifications Removed guide specifications since most design offices have computerized specification. The standard of practice demonstrates where PCI deviates from ACI. It has been republished as a self contained document and can be ordered from PCI. The standard practice and specification are on the CD enclosed on the back cover of the handbook. Show the CD on the back cover Modifications Removed guide specifications since most design offices have computerized specification. The standard of practice demonstrates where PCI deviates from ACI. It has been republished as a self contained document and can be ordered from PCI. The standard practice and specification are on the CD enclosed on the back cover of the handbook. Show the CD on the back cover

17. Chapter 1 – Applications and Materials Overview of precast concrete Describe the various shapes and section geometry but note that any section can be made.Describe the various shapes and section geometry but note that any section can be made.

18. Applications and Materials Overview of precast concrete Applications Shows many uses of precast concrete Various applications Building Structures Residential Buildings Office Buildings Warehouses and Industrial Buildings Other Building Structures Parking Structures Justice Facilities Precast Concrete Cladding Stadiums/Arenas BridgesVarious applications Building Structures Residential Buildings Office Buildings Warehouses and Industrial Buildings Other Building Structures Parking Structures Justice Facilities Precast Concrete Cladding Stadiums/Arenas Bridges

19. Applications and Materials Overview of precast concrete Applications Shows many uses of precast concrete Material Discussion

20. Applications and Materials

21. Chapter 2 – Preliminary Design Preliminary analysis Deck members Beams Compression members Piles Design tables for Deck members – Stemmed and Flat panels. Beams Rectangular, L- Beam and inverted Tee beams. Compression members for columns and load bearing walls in addition to piles. Design tables for Deck members – Stemmed and Flat panels. Beams Rectangular, L- Beam and inverted Tee beams. Compression members for columns and load bearing walls in addition to piles.

22. Chapter 3 – Analysis and Design Lateral analysis Total building analysis Structural loads Structural integrity Volume changes Shear wall systems Moment resisting frames Diaphragm design Used as a design tool for lateral analysis and total building analysis. Newly revised section for seismic design and diaphragms. Code requirements for structural loads and Structural integrity. Used as a design tool for lateral analysis and total building analysis. Newly revised section for seismic design and diaphragms. Code requirements for structural loads and Structural integrity.

23. Chapter 4 – Design of Precast Components Flexure Shear Torsion Beams with ledges Bearing Prestress loss Camber and deflection Compression members Special considerations Used as a design tool for individual components and their respective details, pockets and daps. Used as a design tool for individual components and their respective details, pockets and daps.

24. Chapter 5 – Product Handling and Bracing Stripping and Handling Forces and Stresses Yarding and storage Transportation Erection Erection bracing Outline product handling yarding / storage, transportation and erection of products and buildings. Outline product handling yarding / storage, transportation and erection of products and buildings.

25. Chapter 6 – Design of Connections Loads and load factors Connection design criteria Connection hardware and load transfer devices Headed concrete anchor design Structural steel design Welding Concrete brackets or corbels Structural steel corbels Hanger connections Bearing pads Column bases Moment connections Typical connections for lateral load resisting system Connection Design – desing of load transfer devices i.e. rebar and studs. Welds and complete connections Connection Design – desing of load transfer devices i.e. rebar and studs. Welds and complete connections

26. Chapter 7 – Architectural Precast Concrete Types and functions of architectural concrete panels Structural Design considerations Veneered Panels Types and functions of architectural concrete panels can be Non-load bearing and Load bearing. Structural Design considerations for architectural precast. Discussion of Veneered Panels with Clay products or Natural stone. Types and functions of architectural concrete panels can be Non-load bearing and Load bearing. Structural Design considerations for architectural precast. Discussion of Veneered Panels with Clay products or Natural stone.

27. Chapter 8 – Tolerances for Precast concrete Product tolerances Erection tolerances Clearances Interfacing tolerances Volume changes Discussion of tolerances for manufacture and erection. Discussion of tolerances for manufacture and erection.

28. Chapter 9 – Thermal, Acoustical, Fire Thermal properties of precast concrete Acoustical properties of precast concrete Fire resistance Sandwich panels Quality assurance and control Concrete coatings and joint sealants Vibration in concrete structures Cracking repair and maintenance Segmental construction The catch all chapter including new sections on crack repair and maintenance. The catch all chapter including new sections on crack repair and maintenance.

29. Chapter 10 – Specifications, Standard Practice Guide specification for precast concrete Guide specifications for structural precast concrete with commercial architectural finish Guide specifications for architectural precast concrete Standard practice recommendations Recommendations on responsibility for design and construction PCI standard design practice The PCI standard design practice and specifications section. The PCI standard design practice and specifications section.

30. Chapter 11 – General Design Information Beam Tables Beam tables and torque diagramsBeam tables and torque diagrams

31. General Design Information Beam Tables Material properties Material properties with stress strain curve for standard materials.Material properties with stress strain curve for standard materials.

32. General Design Information Beam Tables Material properties Bolts, Nuts, and Washers Nut, Bolt, and Washer dimension tables.Nut, Bolt, and Washer dimension tables.

33. General Design Information Beam Tables Material properties Bolts, Nuts, and Washers Rebar Detailing Standard rebar detailing parametersStandard rebar detailing parameters

34. General Design Information Beam Tables Material properties Bolts, Nuts, and Washers Rebar Detailing Welding Information Weld data from welding symbols to section properties of standard weld groups.Weld data from welding symbols to section properties of standard weld groups.

35. General Design Information Beam Tables Material properties Bolts, Nuts, and Washers Rebar Detailing Welding Information Design information General design information for elastic section and plastic section properties. General design information for elastic section and plastic section properties.

36. Questions?