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Design of Steel Transmission Pole Structures

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Abstract

  • Prepared by the Design of Steel Transmission Pole Structures Standards Committee of the Structural Engineering Institute of ASCE

    Design of Steel Transmission Pole Structures provides a uniform basis for the design, detailing, fabrication, testing, assembly, and erection of steel tubular structures for electrical transmission poles. These guidelines apply to cold-formed single- and multipole tubular steel structures that support overhead transmission lines. The design parameters are applicable to guyed and self-supporting structures using a variety of foundations, including concrete caissons, steel piling, and direct embedment. Standard ASCE/SEI 48-19 replaces the previous edition (ASCE 48-11). This standard includes a detailed commentary and appendixes with explanatory and supplementary information.

    Standard ASCE/SEI 48-19 will be a primary reference for structural engineers and construction managers involved in designing and building electrical transmission lines, as well as engineers and others involved in the electric power transmission industry.

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Front Matter
i–xv
    Chapter 1 Scope
    1–1
    Chapter 2 Applicable Documents
    3–4
    Chapter 3 Definitions
    5–6
    Chapter 4 Loading, Geometry, and Analysis
    7–7
    Chapter 5 Design of Members
    9–11
    Chapter 6 Design of Connections
    13–16
    Chapter 7 Detailing and Fabrication
    17–18
    Chapter 8 Testing
    19–20
    Chapter 9 Structural Members and Connections used in Foundations
    21–22
    Chapter 10 Quality Assurance/Quality Control
    23–24
    Chapter 11 Assembly and Erection
    25–26
    Commentary
    27–57
    Appendix A Notation
    59–59
    Appendix B Properties of Various Tubular Sections
    61–62
    Appendix C Reserved for Future Editions
    63–63
    Appendix D Headed Anchor Bolts
    65–66
    Appendix E Assembly and Erection
    67–69
    Appendix F Shaft-to-Foundation Connection
    71–74
    Appendix G Corrosion Protection and Finish Considerations
    75–81
    Appendix H Arm-to-Shaft Connection Analysis Considerations
    83–84
    Appendix I Flange and Base Plate Connections
    85–86
    Appendix J Forged/Rolled Ring Base Plates and Flange Plates
    87–89
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    Index
    91–92
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