Design Guide on the ACI 318-19 Building Code Requirements for Structural Concrete
| Title |
|---|
| Design Guide on the ACI 318-19 Building Code Requirements for Structural Concrete |
| Number of Page |
| 998 page |
| File Type |
| File Size |
| 77.4 MB |
Chapter 1 Introduction
1.1 Overview 1-1
1.2 Example Buildings 1-2
1.3 Organization of This Design Guide 1-10
Chapter 2 Material Requirements and Strength Reduction Factors
2.1 Overview 2-1
2.2 Material Requirements 2-1
2.3 Strength Reduction Factors 2-10
Chapter 3 Design Loads and Load Combinations
3.1 Overview 3-1
3.2 Design Loads 3-1
3.3 Seismic Design Category 3-1
3.4 Live Load Reduction 3-3
3.5 Load Factors and Combinations 3-4
3.6 Determination of Wind Forces 3-8
3.7 Determination of Seismic Forces 3-8
3.8 Examples 3-16
Chapter 4 One-way Slabs
4.1 Overview 4-1
4.2 Minimum Slab Thickness 4-1
4.3 Required Strength 4-2
4.4 Design Strength 4-4
4.5 Determination of Required Reinforcement 4-7
4.6 Reinforcement Detailing 4-8
4.7 Design Procedure 4-22
4.8 Examples 4-25
Chapter 5 Two-way Slabs
5.1 Overview 5-1
5.2 Minimum Slab Thickness 5-2
5.3 Required Strength 5-11
5.4 Design Strength 5-36
5.5 Determination of Required Reinforcement 5-46
5.6 Reinforcement Detailing 5-49
5.7 Design Procedure 5-53
5.8 Examples 5-56
Chapter 6 Beams
6.1 Overview 6-1
6.2 Sizing the Cross-Section 6-2
6.3 Required Strength 6-5
6.4 Design Strength 6-10
6.5 Determination of Required Reinforcement 6-21
6.6 Reinforcement Detailing 6-30
6.7 Deflection 6-51
6.8 Design Procedure 6-57
6.9 Examples 6-63
Chapter 7 Columns
7.1 Overview 7-1
7.2 Dimensional Limits 7-1
7.3 Required Strength 7-1
7.4 Design Strength 7-14
7.5 Reinforcement Limits 7-30
7.6 Sizing the Cross-Section 7-31
7.7 Determination of Required Reinforcement 7-32
7.8 Reinforcement Detailing 7-33
7.9 Connections to Foundations 7-53
7.10 Design Procedure 7-61
7.11 Examples 7-62
Chapter 8 Walls
8.1 Overview 8-1
8.2 Design Limits 8-1
8.3 Required Strength 8-1
8.4 Design Strength 8-9
8.5 Reinforcement Limits 8-17
8.6 Determining the Wall Thickness 8-17
8.7 Determination of Required Reinforcement 8-19
8.8 Reinforcement Detailing 8-21
8.9 Connections to Foundations 8-30
8.10 Design Procedure 8-35
8.11 Examples 8-35
Chapter 9 Diaphragms
9.1 Overview 9-1
9.2 Minimum Diaphragm Thickness 9-1
9.3 Required Strength 9-2
9.4 Design Strength 9-19
9.5 Reinforcement Limits 9-22
9.6 Determination of Required Reinforcement 9-22
9.7 Reinforcement Detailing 9-28
9.8 Design Procedure 9-29
9.9 Examples 9-29
Chapter 10 Foundations
10.1 Overview 10-1
10.2 Design Criteria 10-1
10.3 Footings 10-1
10.4 Drilled Piers 10-24
10.5 Examples 10-28
Chapter 11 Beam-Column and Slab-Column Joints
11.1 Overview 11-1
11.2 Design Criteria 11-1
11.3 Detailing of Joints 11-2
11.4 Strength Requirements for Beam-Column Joints 11-7
11.5 Transfer of Column Axial Force Through the Floor System 11-15
11.6 Examples 11-16
Chapter 12 Earthquake-Resistant Structures – Overview
12.1 Overview 12-1
12.2 Seismic Design Category 12-1
12.3 Design and Detailing Requirements 12-1
12.4 Structural Systems 12-2
Chapter 13 Earthquake-Resistant Structures – SDC B and C
13.1 Overview 13-1
13.2 Ordinary Moment Frames (SDC B) 13-1
13.3 Intermediate Moment Frames (SDC C) 13-4
13.4 Foundations 13-25
13.5 Examples 13-29
Chapter 14 Earthquake-Resistant Structures – SDC D, E and F
14.1 Overview 14-1
14.2 Beams of Special Moment Frames 14-2
14.3 Columns of Special Moment Frames 14-15
14.4 Joints of Special Moment Frames 14-29
14.5 Special Structural Walls 14-36
14.6 Diaphragms 14-60
14.7 Foundations 14-63
14.8 Members Not Designated as Part of the SFRS
14.9 Examples 14-76
APPENDIX A References A-1
APPENDIX B Reinforcing Bar Data
Table B.1 ASTM Standard Reinforcing Bars B-1
Table B.2 Overall Reinforcing Bar Diameters B-2
APPENDIX C Appendix C Section Index C-1
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