ACI ITG-6R : 2010
Withdrawn
DESIGN GUIDE FOR THE USE OF ASTM A1035/A1035M GRADE 100 (690) STEEL BARS FOR STRUCTURAL CONCRETE
01-01-2010
11-03-2022
Chapter 1 - Introduction
Chapter 2 - Notation and definitions
Chapter 3 - Material properties
Chapter 4 - Beams
Chapter 5 - Columns
Chapter 6 - Slab systems
Chapter 7 - Walls
Chapter 8 - Footings and pile caps
Chapter 9 - Mat foundations
Chapter 10 - Other design considerations
Chapter 11 - Summary
Chapter 12 - References
Appendix A - Design examples
Appendix B - Flexural analysis using nonlinear stress-strain
curve of ASTM A1035/A1035M Grade 100 (690)
reinforcement
Appendix C - Flexural behavior of beams reinforced
with ASTM 1035/A1035M bars
Offers recommendations on design provisions for the use of ASTM A1035/ASTM1035M Grade 100 (690) deformed steel bars for reinforced concrete members.
| Committee |
ITG 6
|
| DocumentType |
Standard
|
| PublisherName |
American Concrete Institute
|
| Status |
Withdrawn
|
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