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Load and Resistance Factor Design (LRFD) for Pultruded Fiber Reinforced Polymer (FRP) Structures

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Abstract

  • Prepared by the Fiber Composites and Polymers Standards Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE

    Load and Resistance Factor Design (LRFD) for Pultruded Fiber Reinforced Polymer (FRP) Structures, ASCE/SEI 74-23, is intended for use in the design of new buildings and other structures constructed of pultruded fiber reinforced polymer (FRP) composite structural shapes, connections, and prefabricated building products. It addresses pultruded FRP structural shapes that have symmetric and balanced glass reinforcement and fiber architecture combined with a polymeric matrix.

    This standard is limited in its applicability to pultruded FRP composite shapes that utilize glass fiber reinforcement. The provisions were developed to apply to buildings and other structures; thus, the scope of the provisions resembles the scope of ASCE 7 Minimum Design Loads and Associated Criteria for Buildings and Other Structures. FRP structural systems, members, and components are corrosion resistant, but may be sensitive to certain service environments. The registered design professional is advised to ascertain that the provisions and material constants herein apply to the structural component or system under consideration.

    The design strength and stiffness values provided in this standard apply to new structural products that are being placed into service for the first time. The standard provisions may not apply to structural products that have been put into service prior to approval of the standard by ASCE.

    This standard is intended for use by licensed engineers, structural engineers, architects, other professionals licensed in design of particular structures, and design professionals.

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Front Matter for Load and Resistance Factor Design (LRFD) for Pultruded Fiber Reinforced Polymer (FRP) Structures
i–xiii
    CHAPTER 1 GENERAL PROVISIONS
    1–6
    CHAPTER 2 DESIGN REQUIREMENTS
    7–11
    CHAPTER 3 DESIGN OF TENSION MEMBERS
    13–13
    CHAPTER 4 DESIGN OF COMPRESSION MEMBERS
    15–17
    CHAPTER 5 DESIGN OF MEMBERS FOR FLEXURE AND SHEAR
    19–23
    CHAPTER 6 DESIGN OF MEMBERS SUBJECTED TO COMBINED FORCES AND TORSION
    25–26
    CHAPTER 7 DESIGN OF PLATES AND BUILT-UP MEMBERS
    27–29
    CHAPTER 8 DESIGN OF BOLTED CONNECTIONS
    31–37
    CHAPTER 9 SEISMIC DESIGN REQUIREMENTS
    39–40
    APPENDIX A SYMBOLS AND NOTATIONS
    41–47
    APPENDIX B GLOSSARY
    49–52
    COMMENTARY FOR ASCE/SEI 74-23
    CHAPTER C1 GENERAL PROVISIONS
    53–56
    CHAPTER C2 DESIGN REQUIREMENTS
    57–64
    CHAPTER C3 DESIGN OF TENSION MEMBERS
    65–66
    CHAPTER C4 DESIGN OF COMPRESSION MEMBERS
    67–70
    CHAPTER C5 DESIGN OF MEMBERS FOR FLEXURE AND SHEAR
    71–73
    CHAPTER C6 DESIGN OF MEMBERS SUBJECTED TO COMBINED FORCES AND TORSION
    75–76
    CHAPTER C7 DESIGN OF PLATES AND BUILT-UP MEMBERS
    77–82
    CHAPTER C8 DESIGN OF BOLTED CONNECTIONS
    83–98
    CHAPTER C9 SEISMIC DESIGN REQUIREMENTS
    99–100
    REFERENCES
    101–106
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    Index for Load and Resistance Factor Design (LRFD) for Pultruded Fiber Reinforced Polymer (FRP) Structures
    107–109
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