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ACI 423.3R 17:2017 Edition

$34.13

423.3R-17: Recommendations for Concrete Members Prestressed with Single-Strand Unbonded Tendons

Published By Publication Date Number of Pages
ACI 2017 28
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This report provides information for the design of flexural concrete members in buildings post-tensioned with single-strand unbonded tendons. The report is intended to complement the commentary in ACI 318 and to provide suggestions for revisions and additions to ACI 318. Consideration is given to design for gravity and lateral loads, determination of fire endurance, design for seismic forces, and design for catastrophic loadings. Recommendations concerning details and properties of tendons, protection against corrosion, and construction procedures are presented. Keywords: concrete slabs; cracking; fire resistance; joints; punching shear; unbonded post-tensioning

PDF Catalog

PDF Pages PDF Title
3 TITLE PAGE
4 CHAPTER 1—INTRODUCTION
1.1—General
1.2—Objective
1.3—Scope
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
5 2.2—Definitions
CHAPTER 3—MEMBER DESIGN
3.1—General
3.2—One-way systems
6 3.3—Two-way systems
10 3.4—Beams
11 3.5—Effects of supporting walls and columns on prestress forces
12 CHAPTER 4—ANCHORAGE ZONES
4.1—Anchorage zone reinforcement
13 CHAPTER 5—SEISMIC DESIGN
5.1—Earthquake loading
15 CHAPTER 6—DESIGN CONSIDERATIONS
6.1—General
6.2—Design strength
6.3—Tendon stress at factored load
16 6.4—Prestress losses
6.5—Average prestress
17 6.6—Serviceability requirements
6.7—Continuous members
6.8—Corrosion protection
18 6.9—Fire resistance
20 CHAPTER 7—MATERIALS
7.1—Tendons
7.2—Protection materials
7.3—Protection of anchorage zones
7.4—Concrete cover
21 CHAPTER 8—CONSTRUCTION
8.1—Construction joints
8.2—Closure strips
8.3—Placement of tendons
8.4—Concrete placement and curing
22 8.5—Stressing operations
23 8.6—Form removal and reshoring
8.7—Welding and burning
8.8—Protection of tendons
CHAPTER 9—REFERENCES
Authored documents
ACI 423.3R 17
$34.13