ITG-6R-10 Design Guide for the Use of ASTM A1035/A1035M Grade 100 (690) Steel Bars for Structural Concrete

ITG-6R-10 Design Guide for the Use of ASTM A1035/A1035M Grade 100 (690) Steel Bars for Structural Concrete provides recommendations on design provisions for the use of ASTM A1035/ASTM1035M Grade 100 (690) deformed steel bars for reinforced concrete members. The recommendations address only those requirements of ACI 318-08 that limit efficient use of such steel bars. Other code requirements are not affected. This guide includes a discussion of the material characteristics of Grade 100 (690) ASTM 1035/A1035M deformed steel bars and recommends design criteria for beams, columns, slab systems, walls, and footings for Seismic Design Category (SDC) A, B, or C, and also for structural components not designated as part of the seismic-force-resisting system for SDC D, E or F.

Table of Contents:

• 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