Post-Tensioned Concrete Design Manual (PME0014)

Post-Tensioned Concrete Design Manual

Part I Post-Tensioning Concrete Design Theory and

Methodology

Chapter 1 Introduction

1.1 Overview

1.2 Post Tensioning System in SAFE

1.3 Definition of Terms

1.4 Analysis and Design Procedure

Chapter 2 The Tendon Object in SAFE

2.1 Overview

2.2 Tendon Geometry

2.3 Tendon Discretization

2.4 Tendon Material Property

2.5 Tendon Property

2.6 Tendon Loads

Chapter 3 Computing Prestress Losses

3.1 Overview

3.2 Computation of Short-Term Losses

3.3 Computation of Short-Term Losses

Chapter 4 Loads Due to Post-Tensioning

4.1 Overview

4.2 Dead Load-Balancing

4.3 Primary Moments

4.4 Secondary (Hyperstatic) Moments

Chapter 5 Automated Tendon Layout

5.1 Overview

5.2 Adding Tendons to a SAFE Model

5.3 Procedures Used in Automated Tendon Layout

Part II Post-Tensioning Concrete Design Codes

Chapter 6 Design for ACI 318-08

6.1 Notations

6.2 Design Load Combinations

6.3 Limits on Material Strength

6.4 Strength Reduction Factors

6.5 Design Assumptions for Prestressed Concrete

6.6 Serviceability Requirements of Flexural Members

6.7 Beam Design

6.8 Slab Design

Chapter 7 Design for AS 3600-01

7.1 Notations

7.2 Design Load Combinations

7.3 Limits on Material Strength

7.4 Strength Reduction Factors

7.5 Design Assumptions for Prestressed Concrete Structures

7.6 Serviceability Requirements of Flexural Members

7.7 Beam Design 7-10

7.8 Slab Design

Chapter 8 Design for BS 8110-97

Chapter 9 Design for CSA A23.3-04

Chapter 10 Design for Eurocode 2-2004

Chapter 11 Design for Hong Kong CP-04

Chapter 12 Design for IS 1343-1980

Chapter 13 Design for NZ 3101:06

Chapter 14 Design for Singapore CP 65:99

Chapter 15 Design for AS 3600-09

Chapter 16 Design for ACI 318-11

Chapter 17 Design for TS 3233-1979

Chapter 18 Design for Italian NTC 2008

Chapter 19 Design for Hong Kong CP 2013