Post-Tensioned Concrete Slab Design Manual For ETABS 2016 (PME0008)

Post-Tensioned Concrete Slab Design Manual For ETABS 2016, Contents:

Part I Post-Tensioning Concrete Design Theory and Methodology

Chapter 1 Introduction

1.1 Overview

1.2 Post Tensioning System in ETABS

1.3 Definition of Terms

1.4 Analysis and Design Procedure

Chapter 2 The Tendon Object in ETABS

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 Long-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 ETABS 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

6.2.1 Initial Service Load Combination

6.2.2 Service Load Combination 6-5

6.2.3 Long-Term Service Load Combination

6.2.4 Strength Design Load Combination

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

6.6.1 Serviceability Check at Initial Service Load

6.6.2 Serviceability Checks at Service Load

6.6.3 Serviceability Checks at Long-Term Service

6.6.4 Serviceability Checks of Prestressing Steel

6.7 Beam Design (for Reference Only)

6.7.1 Design Flexural Reinforcement

6.7.2 Design Beam Shear Reinforcement

6.7.3 Design Beam Torsion Reinforcement

6.8 Slab Design

6.8.1 Design for Flexure

6.8.2 Check for Punching Shear

6.8.3 Design Punching Shear Reinforcement

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 (for Reference Only)

7.8 Slab Design

Chapter 8 Design for BS 8110-97

8.1 Notations

8.2 Design Load Combinations

8.3 Limits on Material Strength

8.4 Partial ETABSty Factors

8.5 Design Assumptions for Prestressed Concrete Structures

8.6 Serviceability Requirements of Flexural Members

8.7 Beam Design (for Reference Only)

8.8 Slab Design

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

Chapter 20 Design for ACI 318-14

Chapter 21 Design for CSA A23.3-14

Post-Tensioned Concrete Slab ETABS 2016