ASCE Standard 48 2019:2020 Edition

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ASCE/SEI 48-19: Design of Steel Transmission Pole Structures

Published By	Publication Date	Number of Pages
ASCE	2020	109

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Category: ASCE

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Description

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/SEI 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.

PDF Catalog

PDF Pages	PDF Title
6	CONTENTS
14	PREFACE
16	ACKNOWLEDGMENTS
18	Chapter 1: Scope
20	Chapter 2: Applicable Documents
22	Chapter 3: Definitions
24	Chapter 4: Loading, Geometry, and Analysis
26	Chapter 5: DESIGN OF MEMBERS
30	Chapter 6: Design of Connections
34	Chapter 7: Detailing and Fabrication
36	Chapter 8: Testing
38	Chapter 9: Structural Members and Connections Used in Foundations
40	Chapter 10: Quality Assurance/Quality Control
42	Chapter 11: Assembly and Erection 11.1 Introduction 11.2 Handling 11.3 Single-Pole Structures 11.3.1 Slip Joints 11.3.2 Bolted Flange Joints 11.3.3 Attachments to Pole Sections 11.3.4 Erection of Assembled Structures 11.4 Frame-Type Structures 11.4.1 Slip Joints in Frames 11.4.2 Erection 11.4.3 Bolted Frame Connections 11.5 Installation on Foundation 11.5.1 Anchor Bolt and Base Plate Installation
43	11.5.2 Direct-Embedded Poles 11.5.3 Embedded Casings 11.6 Guying 11.6.1 Guy Anchor Location 11.6.2 Guy Installation 11.7 Post-Erection Procedures 11.7.1 Inspection 11.7.2 Grounding 11.7.3 Coating Repair 11.7.4 Unloaded Arms 11.7.5 Hardware Installation
44	Commentary_Intro_online.pdf
46	Chapter C4: Loading, Geometry, and Analysis
50	Chapter C5: Design of Members
56	Chapter C6: Design of Connections
60	Chapter C7: Detailing and Fabrication
62	Chapter C8: Testing
64	Commentary_9_online.pdf Chapter C9: Structural Members and Connections Used In Foundations
68	Chapter C10: Quality Assurance/Quality Control
70	Chapter C11: Assembly and Erection
76	Appendix A: Notation
82	APPENDIX D: HEADED ANCHOR BOLTS
84	Appendix E: ASSEMBLY AND ERECTION
88	APPENDIX F: SHAFT-TO-FOUNDATION CONNECTION
92	APPENDIX G: CORROSION PROTECTION AND FINISH CONSIDERATIONS
100	APPENDIX H: ARM-TO-SHAFT CONNECTION ANALYSIS CONSIDERATIONS
102	APPENDIX I: FLANGE AND BASE PLATE CONNECTIONS
104	APPENDIX J: FORGED/ROLLED RING BASE PLATES AND FLANGE PLATES
108	Index