ACI 544.6R : 2015

CHAPTER 1 - INTRODUCTION
CHAPTER 2 - NOTATION AND DEFINITIONS
CHAPTER 3 - HISTORICAL DEVELOPMENT OF
            SLABS-ON-GROUND AND ELEVATED
            STEEL FIBER-REINFORCED CONCRETE
            SLAB SYSTEMS
CHAPTER 4 - CURRENT DESIGN METHODS AND
            CONSTRUCTION PRACTICES
CHAPTER 5 - MATERIAL AND STRUCTURAL DUCTILITY
CHAPTER 6 - DESIGN GUIDES FOR TENSILE STRAIN
            SOFTENING, DEFLECTION HARDENING
            MATERIALS
CHAPTER 7 - FULL-SCALE TESTING OF ELEVATED SLABS
CHAPTER 8 - REFERENCES
Appendix A - Nominal flexural strength of simply
             supported beam subjected to
             distributed loading
Appendix B - Nominal flexural strength of simply
             supported round slab subjected to
             center-point loading
Appendix C - Nominal flexural strength of interior
             panel of elevated slab under uniformly
             distributed load
Appendix D - Nominal flexural strength of corner
             panel of elevated slab under uniformly
             distributed load
Appendix E - Nominal flexural strength of interior
             panel of elevated slab under uniformly
             distributed load and line load
Appendix F - Nominal flexural strength of corner
             panel of elevated slab under uniformly
             distributed load and line load
Appendix G - Nominal flexural strength of elevated
             slab submitted to point load
Appendix H - Moment capacity calculation based
             on post-cracking residual strength
Appendix I - Yield line analysis of round panel tests
Appendix J - Allowable stresses at service conditions
             and shear failure criteria
Appendix K - Influence of THETA[H] on load-carrying
             capacity of an E-SFRC slab

Describes the methodology for analysis, design, and construction of steel FRC (SFRC) slabs supported on piles or columns (also called elevated SFRC [E-SFRC]). Sections of the report address the history, practice, applications, material testing, full-scale testing, and certifications.