Table of Contents Pti 6th

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    TABLE OF CONTENTS

    1. Introduction .........................................................1

    1.1 History

    1.2 Usage

    1.3 State-of-the-Art Developments1.4 Post-Tensioning Institte

    1.! "hanges from #arlier #$itions

    1.% Smmary

    2. Applications..........................................................5

    2.1 Intro$&tion

    2.2 'il$ings

    2.3 Par(ing Str&tres2.4 'ri$ges

    2.! Storage Str&tres

    2.% )ran$stan$s an$ Sta$ims

    2.* Stage$ "onstr&tion + Transfer )ir$ers

    2., Tension emers

    2./ 0o&( an$ Soil An&hors

    2.1 Post-Tensione$ Slas-on-)ron$

    2.11 asonry Str&tres2.12 'arrier "ales

    2.13 0epair an$ 0ehailitation

    3. Post-Tnsionin! S"st#s......................................5$

    3.1 )eneral

    3.2 Types of Post-Tensioning Systems

    3.3 "omponents of a Ten$on

    3.4 "hoi&e of a Post-Tensioning System

    %. Spci&"in! Post-Tnsionin!...................................'3

    4.1 0eferen&e Stan$ar$s

    4.2 Post-Tensioning aterials

    4.3 Spe&ifying Unon$e$ Single-Stran$ Ten$ons

    4.4 Spe&ifying 'on$e$ Ten$ons

    5. Anal"sis and (si!n Funda#ntals.......................$5

    !.1 'asi&s of Post-Tensione$ "on&rete

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    !.2 leral Analysis

    !.3 leral Design

    !.4 Shear

    !.! ariale Prestress or&e

    !.% Prestress 5osses

    ). (tailin! and Construction Procdurs &or Buildin!s

    .............................................................................113

    %.1 )eneral

    %.2 Design Isses

    %.3 "onstr&tion Isses

    %.4 )eneral 6otes + Stan$ar$ Details

    %.! "onstr&tion Pro&e$res

    %.% Spe&ial Isses

    '. (si!n E*a#pls................................................13'

    *.1 Intro$&tion

    *.2 Design of a 7ne-8ay Sla in a Par(ing Str&tre

    *.3 Design of a T9o-8ay Sla

    *.4 Design of a Single Span "ast-in-Pla&e T-'eam

    *.! Analysis of a T9o Span T-'eam*.% An&horage :one Design

    +. Sis#ic (si!n o& Post-Tnsiond Concrt Structurs

    .............................................................................1)1

    ,.1 Intro$&tion

    ,.2 0ole of Post-Tensioning in Seismi& Design

    ,.3 Post-Tensione$ emer Design

    ,.4 Seismi& Performan&e of Unon$e$ PT 8all an$ rameSystems

    $. Post-Tnsiond Concrt Floors..........................1)$

    /.1 loor raming Systems

    /.2 Planning an$ Design of Post-Tensione$ loor Systems

    1,. Post-Tnsiond Parin! Structurs...................1'5

    1.1 Intro$&tion1.2 Appli&ations of Post-Tensioning in Par(ing Str&tres

    1.3 #&onomi&s of Par(ing Str&tres

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    1.4 A$$itional Design 0e;irements for PT Par(ing Str&tres

    11. Post-Tnsiond Slas-on-/round.......................1+5

    11.2 on$ations for 0esi$ential an$ 5ight "ommer&ial

    "onstr&tion

    11.3 Post-Tensione$ Slas Use$ in "ommer&ial an$ In$strial

    Appli&ations

    11.4 Post-Tensione$ Sport "orts

    11.! 7ther Types of Post-Tensione$ Slas-on-)ron$

    11.% aterials

    12. Brid!s...........................................................1$5

    12.1 Intro$&tion

    12.2 'ene

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    14.% "onstr&tion = >ey Details an$ Pra&ti&es

    14.* Appli&ale Stan$ar$s

    14., Smmary

    15. 0oc and Soil Ancors......................................2'3

    1!.1 Intro$&tion

    1!.2 Appli&ations

    1!.3 An&hor Design

    1!.4 "onstr&tion

    1!.! Stressing? 5oa$ Testing? an$ A&&eptan&e

    1!.% A&&eptan&e

    1!.* Smmary

    1). (si!n o& Prstrssd Barrir Cal S"st#s....2+5

    1%.1 Intro$&tion

    1%.2 'il$ing "o$e 0e;irements

    1%.3 Design "onsi$erations

    1%.4 Prestressing to #liminate "ale Sag

    1%.! "al&lating @a&(ing or&e

    1%.% Draility an$ "orrosion Prote&tion

    1%.* Design #amples

    1'. Prstrssd Concrt ndr ("na#ic Loads and

    Fati!u..................................................................2$5

    1*.1 Intro$&tion

    1*.2 Dynami& 5oa$s

    1*.3 Dynami& 0esponse

    1*.4 atige of Prestresse$ "on&rete aterials

    1*.! atige of Prestresse$ "on&rete emers1*.% Smmary

    1+. Fir 0sistanc................................................313

    1,.1 S&ope

    1,.2 )eneral

    1,.3 "o$e Provisions

    1,.4 0ational Design Pro&e$res

    1,.! A$$itional Information1,.% Post-ire Investigations

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    1$. (urailit".........................................................31$

    1/.1 Intro$&tion

    1/.2 Draility in 'il$ings

    1/.3 Draility in Par(ing Str&tres

    1/.4 Draility in 'ri$ges

    1/.! Unon$e$ Ten$ons

    1/.% )rote$ Ten$ons

    2,. Inspction........................................................325

    2.1 Intro$&tion

    2.2 "onstr&tion Inspe&tion

    2.3 Post "onstr&tion Inspe&tion

    21. Post-Tnsionin! Institut Crtication Pro!ra#s32$

    21.1 Intro$&tion

    21.2 "erti