ACI ITG-6R : 2010
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
DESIGN GUIDE FOR THE USE OF ASTM A1035/A1035M GRADE 100 (690) STEEL BARS FOR STRUCTURAL CONCRETE
03-11-2022
01-01-2010
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Withdrawn
|
| ACI 551.2R : 2015 | DESIGN GUIDE FOR TILT-UP CONCRETE PANELS |
| ASTM A 615/A615M : 2016-03 | SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT |
| ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| ASTM A 706/A706M : 2016 : REDLINE | Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement |
| ACI SP 121 : 1990 | UTILIZATION OF HIGH STRENGTH CONCRETE - SECOND INTERNATIONAL SYMPOSIUM |
| ACI SP 128 : 1991 | EVALUATION AND REHABILITATION OF CONCRETE STRUCTURES AND INNOVATIONS IN DESIGN |
| ACI 224R : 2001 | CONTROL OF CRACKING OF CONCRETE STRUCTURES |
| ACI 439.3R : 2007 | TYPES OF MECHANICAL SPLICES FOR REINFORCING BARS |
| ACI 408R : 2003 | BOND AND DEVELOPMENT OF STRAIGHT REINFORCING BARS IN TENSION |
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