{"id":234584,"date":"2024-10-19T15:17:52","date_gmt":"2024-10-19T15:17:52","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-48-2019\/"},"modified":"2024-10-25T09:51:21","modified_gmt":"2024-10-25T09:51:21","slug":"asce-standard-48-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-48-2019\/","title":{"rendered":"ASCE Standard 48 2019"},"content":{"rendered":"
Prepared by the Design of Steel Transmission Pole Structures Standards Committee of the Structural Engineering Institute of ASCE<\/p>\n
<\/i><\/p>\n
Design of Steel Transmission Pole Structures<\/i> 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.<\/p>\n
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
6<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | ACKNOWLEDGMENTS <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Chapter 1: Scope <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Chapter 2: Applicable Documents <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Chapter 3: Definitions <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Chapter 4: Loading, Geometry, and Analysis <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Chapter 5: DESIGN OF MEMBERS <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Chapter 6: Design of Connections <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Chapter 7: Detailing and Fabrication <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Chapter 8: Testing <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Chapter 9: Structural Members and Connections Used in Foundations <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Chapter 10: Quality Assurance\/Quality Control <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Commentary_Intro_online.pdf <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Chapter C4: Loading, Geometry, and Analysis <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Chapter C5: Design of Members <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Chapter C6: Design of Connections <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Chapter C7: Detailing and Fabrication <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Chapter C8: Testing <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Commentary_9_online.pdf Chapter C9: Structural Members and Connections Used In Foundations <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Chapter C10: Quality Assurance\/Quality Control <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Chapter C11: Assembly and Erection <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | Appendix A: Notation <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | APPENDIX D: HEADED ANCHOR BOLTS <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Appendix E: ASSEMBLY AND ERECTION <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | APPENDIX F: SHAFT-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | APPENDIX G: CORROSION PROTECTION AND FINISH CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | APPENDIX H: ARM-TO-SHAFT CONNECTION ANALYSIS CONSIDERATIONS <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | APPENDIX I: FLANGE AND BASE PLATE CONNECTIONS <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | APPENDIX J: FORGED\/ROLLED RING BASE PLATES AND FLANGE PLATES <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASCE\/SEI 48-19: Design of Steel Transmission Pole Structures<\/b><\/p>\n |