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Strength Of Unbonded Post Tensioned Prestressed Concrete Continuous Beams


Strength Of Unbonded Post Tensioned Prestressed Concrete Continuous Beams
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Strength Of Unbonded Post Tensioned Prestressed Concrete Continuous Beams


Strength Of Unbonded Post Tensioned Prestressed Concrete Continuous Beams
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Author : I. E. Korish
language : en
Publisher:
Release Date : 1966

Strength Of Unbonded Post Tensioned Prestressed Concrete Continuous Beams written by I. E. Korish and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1966 with categories.




Design Of Prestressed Concrete Structures


Design Of Prestressed Concrete Structures
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Author : Tung Yen Lin
language : en
Publisher:
Release Date : 1963

Design Of Prestressed Concrete Structures written by Tung Yen Lin and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1963 with Prestressed concrete construction categories.




Structural Fire Performance Of Contemporary Post Tensioned Concrete Construction


Structural Fire Performance Of Contemporary Post Tensioned Concrete Construction
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Author : John Gales
language : en
Publisher: Springer
Release Date : 2015-10-19

Structural Fire Performance Of Contemporary Post Tensioned Concrete Construction written by John Gales and has been published by Springer this book supported file pdf, txt, epub, kindle and other format this book has been release on 2015-10-19 with Technology & Engineering categories.


This SpringerBrief equips readers to develop defensible fire safety designs for a range of concrete structures. It identifies current gaps in the research and provides a more complete understanding of the structural and thermal response of contemporary Post-tensioned (PT) concrete structures to fire. The brief includes chapters on contemporary construction using PT concrete, previous structural fire test research programs, recent research programs, real fire case studies, and current research needs. It explores the progression of PT concrete structures, looking at the sustainability and aesthetic benefits, the ongoing development of stronger concretes, and best practice guidance for improving safety in the event of fire. Designed for practitioners and researchers in fire engineering, this brief is a valuable tool for those studying the impact of fire on concrete, fire safety designs, and building safety optimization. Advanced-level students in civil engineering will also find the content useful.



Strength Of Prestressed Concrete Beams After 12 Years Of Live Load


Strength Of Prestressed Concrete Beams After 12 Years Of Live Load
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Author :
language : en
Publisher:
Release Date : 1970

Strength Of Prestressed Concrete Beams After 12 Years Of Live Load written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Prestressed concrete beams categories.


Twelve post-tensioned prestressed concrete I-beams and three hollow box beams were loaded to failure. Four I-beams were tested at 21 days; all others were tested after 10 to 12 years of live load. Live load ranged from zero to 1.5 times the design live load. The I-beams were straight, 42 feet long, and 24 inches deep. Five I-beams were post-tensioned with ungrouted cables. Seven I-beams were post-tensioned with steel bars; four were grouted. The hollow box beams were gable-shaped with straight tendons. The box beams were 42 feet long, 33 inches deep, 18 inches wide, and post-tensioned with ungrouted, stranded-wire cables. In general, the flexural stiffness of all beams was less than the stiffness computed from the ACl code. The ultimate moment capacity of all beams was greater than values computed from the ACl code; the ultimate moment capacity was 13% greater for I-beams with bar tendons; 14% greater for I-beams with cable tendons, and 11% greater for the box beams. The difference was least 7% for beams with bonded tendons. The average ratio of clear span to collapse deflection for all I-beams was 64; the ratio was 52 for the box beams. The average factor of safety against collapse was 2.46 for the I-beams and 2.05 for the box beams. Prestress loss, type of tendon, time variation of concrete strength, and live-load history did not significantly affect the ultimate moment capacity of the beams. (Author).



Ultimate Flexural Strength Of Prestressed And Conventionally Reinforced Concrete Beams


Ultimate Flexural Strength Of Prestressed And Conventionally Reinforced Concrete Beams
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Author : Jack R. Janney
language : en
Publisher:
Release Date : 1956

Ultimate Flexural Strength Of Prestressed And Conventionally Reinforced Concrete Beams written by Jack R. Janney and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1956 with Concrete beams categories.




Durability And Behavior Of Prestressed Concrete Beams


Durability And Behavior Of Prestressed Concrete Beams
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Author : E. C. Roshore
language : en
Publisher:
Release Date : 1967

Durability And Behavior Of Prestressed Concrete Beams written by E. C. Roshore and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with Concrete categories.




The Ultimate Strength Of Two Span Continuous Prestressed Concrete Beams As Affected By Tendon Transformation And Un Tensioned Steel


The Ultimate Strength Of Two Span Continuous Prestressed Concrete Beams As Affected By Tendon Transformation And Un Tensioned Steel
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Author : Peter Beaumont Morice
language : en
Publisher:
Release Date : 1955

The Ultimate Strength Of Two Span Continuous Prestressed Concrete Beams As Affected By Tendon Transformation And Un Tensioned Steel written by Peter Beaumont Morice and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1955 with Prestressed concrete beams categories.




Recommendations For The Design Of Flat Slabs In Post Tension Concrete Using Unbonded And Bonded Tendons


Recommendations For The Design Of Flat Slabs In Post Tension Concrete Using Unbonded And Bonded Tendons
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Author : FIB – International Federation for Structural Concrete
language : en
Publisher: FIB - International Federation for Structural Concrete
Release Date : 1980-05-01

Recommendations For The Design Of Flat Slabs In Post Tension Concrete Using Unbonded And Bonded Tendons 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 1980-05-01 with Technology & Engineering categories.




Behavior Of Simple Span Bonded And Unbonded Post Tensioned Prestressed Concrete Beams


Behavior Of Simple Span Bonded And Unbonded Post Tensioned Prestressed Concrete Beams
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Author : Jun Yamazaki
language : en
Publisher:
Release Date : 1970

Behavior Of Simple Span Bonded And Unbonded Post Tensioned Prestressed Concrete Beams written by Jun Yamazaki and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Prestressed concrete beams categories.




Ultimate Flexural Strength Of Unbonded Rectangular Concrete Beams Post Tensioned With Fiberglass Tendons


Ultimate Flexural Strength Of Unbonded Rectangular Concrete Beams Post Tensioned With Fiberglass Tendons
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Author : Kurt Manfred Gloeckner
language : en
Publisher:
Release Date : 1965

Ultimate Flexural Strength Of Unbonded Rectangular Concrete Beams Post Tensioned With Fiberglass Tendons written by Kurt Manfred Gloeckner and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with Glass fibers categories.