Pci Design For Fire Resistance Of Precast Prestressed Concrete
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Pci Design For Fire Resistance Of Precast Prestressed Concrete
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Author : A. H. Gustaferro
language : en
Publisher: Precast/Prestressed Concrete Institute
Release Date : 1977
Pci Design For Fire Resistance Of Precast Prestressed Concrete written by A. H. Gustaferro and has been published by Precast/Prestressed Concrete Institute this book supported file pdf, txt, epub, kindle and other format this book has been release on 1977 with Building, Fireproof categories.
Specification For Fire Resistance Of Precast Prestressed Concrete
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Author : Precast Prestressed Concrete Institue
language : en
Publisher: PCI/Precast Prestressed Concrete Institute
Release Date : 2018-01-31
Specification For Fire Resistance Of Precast Prestressed Concrete written by Precast Prestressed Concrete Institue and has been published by PCI/Precast Prestressed Concrete Institute this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018-01-31 with categories.
PCI-124-18 The Precast/Prestressed Concrete Institute (PCI) first issued a manual for the design for fire resistance of precast/prestressed concrete in 1977. A second edition was prepared in 1989 and a third edition in 2011. The recommended design procedures in those three editions were based on fire test data and reports for precast/prestressed concrete dating back to the 1960s. Little has changed since then in fundamental design for fire resistance. While fire resistance is discussed in other publications as "calculated" fire resis- tance, those provisions have generally been prescriptive. That is, tables of information are used to select concrete mass or protection for steel. Since the first edition of the PCI manual, rational design, which is truly a fire resistance calculation procedure, has been demonstrated. Though not a standard, the first edi- tion of the International Building Code in 2000 referenced the procedures in the PCI fire design manual as being acceptable for prestressed concrete slabs not covered elsewhere.With the 2014 designation of PCI as an ANSI (American National Standards Institute) Accredited Stan- dards Developer, the material for fire resistance of precast and precast, prestressed concrete was deemed important enough to the precast concrete industry that the newest edition of the provisions would be developed in a consensus standard form. Thus, the design procedures would be referenced in the 2021 International Building Code as a standard developed through an ANSI consensus process.
Pci Design Handbook
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Author : Leslie D. Martin
language : en
Publisher:
Release Date : 2004
Pci Design Handbook written by Leslie D. Martin and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with CD-ROMs categories.
The Sixth Edition provides easy-to-follow design procedures, newly formatted numerical examples, and both new and updated design aids using ASCE 7-02, ACI 318-02, the third edition of the AISC Steel Manual and IBC 2003. It also includes new and updated information on 15 foot wide double tee load tables, seismic design, torsion and shear design, load and resistance factors, headed stud connection design, and fire resistance.
Specification Of Fire Resistance For Precast And Prestressed Concrete
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Author : Precast
language : en
Publisher:
Release Date : 2023-06-30
Specification Of Fire Resistance For Precast And Prestressed Concrete written by Precast and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2023-06-30 with categories.
Specification for Fire Resistance of Precast and Prestressed Concrete (PCI 124-23)This standard specifies requirements for the design of precast and precast, prestressed concrete elements to resist fire and provide fire protection. This standard provides acceptable methods to determine the fire resistance of precast concrete structural elements, including walls, floor and roof slabs, beams, and columns. The fire exposure and applicable end-point criteria of ASTM E119 shall be used in the application of these methods for design. This is an update to PCI 124-18.
Design For Fire Resistance Of Precast Prestressed Concrete
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Author : A. H. Gustaferro
language : en
Publisher:
Release Date : 1989
Design For Fire Resistance Of Precast Prestressed Concrete written by A. H. Gustaferro and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1989 with Technology & Engineering categories.
Pci Design Handbook
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Author : Prestressed Concrete Institute
language : en
Publisher:
Release Date : 1978
Pci Design Handbook written by Prestressed Concrete Institute and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1978 with Technology & Engineering categories.
Pci Design Handbook
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Author : Precast/Prestressed Concrete Institute
language : en
Publisher:
Release Date : 1992
Pci Design Handbook written by Precast/Prestressed Concrete Institute and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Technology & Engineering categories.
Pci Manual For Structural Design Of Architectural Precast Concrete
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Author : Prestressed Concrete Institute
language : en
Publisher:
Release Date : 1977
Pci Manual For Structural Design Of Architectural Precast Concrete written by Prestressed Concrete Institute and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1977 with Precast concrete construction categories.
Pci Manual On Design Of Connections For Precast Prestressed Concrete
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Author : Prestressed Concrete Institute
language : en
Publisher:
Release Date : 1973
Pci Manual On Design Of Connections For Precast Prestressed Concrete written by Prestressed Concrete Institute and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1973 with categories.
Fip Ceb Recommendations Tor The Design Of Reinforced And Prestressed Concrete Structural Members Tor Fire Resistance
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Author : FIB – International Federation for Structural Concrete
language : en
Publisher: FIB - International Federation for Structural Concrete
Release Date : 1975-06-01
Fip Ceb Recommendations Tor The Design Of Reinforced And Prestressed Concrete Structural Members Tor Fire Resistance written by FIB – International Federation for Structural Concrete and has been published by FIB - International Federation for Structural Concrete this book supported file pdf, txt, epub, kindle and other format this book has been release on 1975-06-01 with Technology & Engineering categories.
The first draft recommendations for the design both of reinforced concrete and prestressed concrete structural members in regard to fire resistance were presented for discussion at the Sixth FIP Congress held in Prague in 1970 at an open meeting of the FIP Commission on Fire Resistance under the Chairmanship of Professor K. Kordina. These have been subsequently discussed and elaborated at meetings of the Commission in Paris, Brunswick and London and a final draft was agreed at the Seventh FIP Congress held in New York in 1974 for the publication to include both normal dense and lightweight concrete. The inclusion of reinforced concrete has been at the special request of CEB who had expressed a wish for detailed recommendations to be available for inclusion in their next revision of the CEB/FIP International Recommendations for the design of Concrete Structures. The recommendations give detailed advice to the practising engineer on how to design structural elements to withstand the standard fire loads for stated periods which may be prescribed by building authorities on a national scale. The values given are safe values based on the results of research and testing on individual elements in a standard furnace. Analytica! methods of assessment of fire resistance are being developed which take into account the interaction of structural members and these may well lead to further economy. Further investigations of the effects of continuity and end-restraint by the Commission may enable these recommendations to be revised in the future.