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PCI 6 th Edition. Handbook History. Presentation Outline. PCI history Notable modifications to the 6 th Edition General chapter by chapter overview. Formation of PCI. PCI was originated by 6 Florida companies Founded in 1954 Director - Martin P. Korn President - Douglas Cone
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PCI 6th Edition Handbook History
Presentation Outline • PCI history • Notable modifications to the 6th Edition • General chapter by chapter overview
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
Goal of PCI • Develop a standard practice
Goal of PCI • Develop a standard practice • Benefits of a standard design practice • Shared design research • Increase engineering knowledge • Promote production efficiency
PCI Design Handbook – 1st Edition • Motivation • Standard approach to design • Illustrate application of product • Assist design practices • Disseminate consistent product specifications
Similar to AISC Section properties Design requirements Design equations Standard practice Design aids ACI design code Load factors Code requirements Accepted by building officials PCI Design Handbook – 1st Edition
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 1st Edition Content
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
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
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
Ch. 4, Component Design Flexure and shear upgraded to reflect ACI 318-02 Torsion returns to 4th edition methods Changes regarding stress limits Notable Modifications
Ch. 6, Connection Design New method to design headed studs Updated connection design Limit State Weld Procedure Presented 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 Notable Modifications
Ch. 10, Specifications and Standard Practices Created a computerized specification. Created a Standard of Practice Notable Modifications
Chapter 1 – Applications and Materials • Overview of precast concrete
Applications and Materials • Overview of precast concrete • Applications • Shows many uses of precast concrete
Applications and Materials • Overview of precast concrete • Applications • Shows many uses of precast concrete • Material Discussion
Applications and Materials • Overview of precast concrete • Applications • Shows many uses of precast concrete • Material Discussion • Production Process
Chapter 2 – Preliminary Design • Preliminary analysis • Deck members • Beams • Compression members • Piles
Lateral analysis Total building analysis Structural loads Structural integrity Volume changes Shear wall systems Moment resisting frames Diaphragm design Chapter 3 – Analysis and Design
Flexure Shear Torsion Beams with ledges Bearing Prestress loss Camber and deflection Compression members Special considerations Chapter 4 – Design of Precast Components
Stripping and Handling Forces and Stresses Yarding and storage Transportation Erection Erection bracing Chapter 5 – Product Handling and Bracing
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 Chapter 6 – Design of Connections
Chapter 7 – Architectural Precast Concrete • Types and functions of architectural concrete panels • Structural Design considerations • Veneered Panels
Product tolerances Erection tolerances Clearances Interfacing tolerances Volume changes Chapter 8 – Tolerances for Precast concrete
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
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
Chapter 11 – General Design Information • Beam Tables
General Design Information • Beam Tables • Material properties
General Design Information • Beam Tables • Material properties • Bolts, Nuts, and Washers
General Design Information • Beam Tables • Material properties • Bolts, Nuts, and Washers • Rebar Detailing
General Design Information • Beam Tables • Material properties • Bolts, Nuts, and Washers • Rebar Detailing • Welding Information
General Design Information • Beam Tables • Material properties • Bolts, Nuts, and Washers • Rebar Detailing • Welding Information • Design information