Design of Steel Transmission Pole Structures (ASCE/SEI 48-11 Standard)

102 Pages·2011·1.508 MB·English

by  American Society of Civil Engineers (ASCE)

ASCE STANDARD ASCE/SEI 48-11
American Society of Civil Engineers
Design of Steel
Transmission Pole
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and customary units.
Published by the American Society of Civil Engineers
Library of Congress Cataloging-in-Publication Data
Design of steel transmission pole structures: standard 48-11.
p. cm. – (ASCE standard)
“ASCE/SEI 48-11.”
“This document uses both the International System of Units (SI) and customary units.”
Includes bibliographical references and index.
ISBN 978-0-7844-1181-0 (alk. paper)
1. Electric lines–Poles and towers–Design and construction. I. American Society of
Civil Engineers.
TK3242.D475 2011
621.319′22–dc23
2011031788
Published by American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, Virginia 20191
www.pubs.asce.org
This standard was developed by a consensus standards development process which has
been accredited by the American National Standards Institute (ANSI). Accreditation by
ANSI, a voluntary accreditation body representing public and private sector standards
development organizations in the U.S. and abroad, signifi es that the standards develop-
ment process used by ASCE has met the ANSI requirements for openness, balance,
consensus, and due process.
While ASCE’s process is designed to promote standards that refl ect a fair and reasoned
consensus among all interested participants, while preserving the public health, safety,
and welfare that is paramount to its mission, it has not made an independent assessment
of and does not warrant the accuracy, completeness, suitability, or utility of any infor-
mation, apparatus, product, or process discussed herein. ASCE does not intend, nor
should anyone interpret, ASCE’s standards to replace the sound judgment of a com-
petent professional, having knowledge and experience in the appropriate fi eld(s) of
practice, nor to substitute for the standard of care required of such professionals in
interpreting and applying the contents of this standard.
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full responsibility for such use.
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Copyright © 2012 by the American Society of Civil Engineers.
All Rights Reserved.
ISBN 978-0-7844-1181-0
Manufactured in the United States of America.
18 17 16 15 14 13 12 11 1 2 3 4 5
STANDARDS
In 2006, the Board of Direction approved the revision to the ANSI/ASCE/T&DI 21.4-08 Automated People Mover Stan-
ASCE Rules for Standards Committees to govern the writing dards—Part 4
and maintenance of standards developed by the Society. All such SEI/ASCE 23-97 Specifi cation for Structural Steel Beams with
standards are developed by a consensus standards process Web Openings
managed by the Society’s Codes and Standards Committee ASCE/SEI 24-05 Flood Resistant Design and Construction
(CSC). The consensus process includes balloting by a balanced ASCE/SEI 25-06 Earthquake-Actuated Automatic Gas Shutoff
standards committee made up of Society members and nonmem- Devices
bers, balloting by the membership of the Society as a whole, and ASCE 26-97 Standard Practice for Design of Buried Precast
bbAAAyaNSNl TNWlCtSSohhuaEtIIeeci//t n/ AAelsEfegraoSSaW mlbrCCl oyReSEEw Ia pt h1fi3r2nee-o--tg89 cy0p 21e 6su Rst NbSasMe nlt-alia7dacetn2 ta.a eidr5Asnddau t lrsGerlEd e rhu svamfatiraoadtvelhnresen dl ttSinb ahnotoreeerdtfeu sSfnecOo xttairruxcsru reyesDceu egtsuedeuespdirninda:g glaTn t D refiaa dvenn sedsoi f gryAe nerrn e aioaarnslff y .fiC Csrimlose maeond-f AAASESSSCCCCtICCCu/ooooArEEEannnnS /lcccsS 22CtrrrFrEeee78uEitttIr--eeec/ e00S t3 00iPBPFo0 iornPB-pSSo0xEettot0 aa e Sxf2nn co eG9ddtrci-aa out0JrrSiniadd5odec nceSkPPstltiiirranonaangneccd sttiaii fnccor eedrTf CorffCerooa norrl ccnuhDDdJllaiiiaetcrritseeokisoccni nttnC g AoMDD nseeessssetitiihnrsgguo snncmd tsiTooeo fnrffnoe tr nPP oScrrfheet rccluteaahscsses-tt --``,,``,,`,,`,`````,``,,`,`,,,`-`-`,,`,,`,`,,`---
posite Slabs and ANSI/ASCE 9-91 Standard Practice for the Building Envelope
Construction and Inspection of Composite Slabs SEI/ASCE 31-03 Seismic Evaluation of Existing Buildings
ASCE 4-98 Seismic Analysis of Safety-Related Nuclear SEI/ASCE 32-01 Design and Construction of Frost-Protected
Structures Shallow Foundations
Building Code Requirements for Masonry Structures (ACI EWRI/ASCE 33-09 Comprehensive Transboundary International
530-02/ASCE 5-02/TMS 402-02) and Specifi cations Water Quality Management Agreement
for Masonry Structures (ACI 530.1-02/ASCE 6-02/TMS EWRI/ASCE 34-01 Standard Guidelines for Artifi cial Recharge
602-02) of Ground Water
ASCE/SEI 7-10 Minimum Design Loads for Buildings and EWRI/ASCE 35-01 Guidelines for Quality Assurance of Installed
Other Structures Fine-Pore Aeration Equipment
SEI/ASCE 8-02 Standard Specifi cation for the Design of Cold- CI/ASCE 36-01 Standard Construction Guidelines for
Formed Stainless Steel Structural Members Microtunneling
ANSI/ASCE 9-91 listed with ASCE 3-91 SEI/ASCE 37-02 Design Loads on Structures during
ASCE 10-97 Design of Latticed Steel Transmission Construction
Structures CI/ASCE 38-02 Standard Guideline for the Collection and
SEI/ASCE 11-99 Guideline for Structural Condition Assessment Depiction of Existing Subsurface Utility Data
of Existing Buildings EWRI/ASCE 39-03 Standard Practice for the Design and Opera-
ASCE/EWRI 12-05 Guideline for the Design of Urban Subsur- tion of Hail Suppression Projects
face Drainage ASCE/EWRI 40-03 Regulated Riparian Model Water Code
ASCE/EWRI 13-05 Standard Guidelines for Installation of ASCE/SEI 41-06 Seismic Rehabilitation of Existing
Urban Subsurface Drainage Buildings
ASCE/EWRI 14-05 Standard Guidelines for Operation and ASCE/EWRI 42-04 Standard Practice for the Design and Opera-
Maintenance of Urban Subsurface Drainage tion of Precipitation Enhancement Projects
ASCE 15-98 Standard Practice for Direct Design of ASCE/SEI 43-05 Seismic Design Criteria for Structures,
Buried Precast Concrete Pipe Using Standard Installations Systems, and Components in Nuclear Facilities
(SIDD) ASCE/EWRI 44-05 Standard Practice for the Design and Opera-
ASCE 16-95 Standard for Load Resistance Factor Design tion of Supercooled Fog Dispersal Projects
(LRFD) of Engineered Wood Construction ASCE/EWRI 45-05 Standard Guidelines for the Design of
ASCE 17-96 Air-Supported Structures Urban Stormwater Systems
ASCE 18-96 Standard Guidelines for In-Process Oxygen Trans- ASCE/EWRI 46-05 Standard Guidelines for the Installation of
fer Testing Urban Stormwater Systems
ASCE/SEI 19-10 Structural Applications of Steel Cables for ASCE/EWRI 47-05 Standard Guidelines for the Operation and
Buildings Maintenance of Urban Stormwater Systems
ASCE 20-96 Standard Guidelines for the Design and Installation ASCE/SEI 48-11 Design of Steel Transmission Pole
of Pile Foundations Structures
ANSI/ASCE/T&DI 21-05 Automated People Mover Stan- ASCE/EWRI 50-08 Standard Guideline for Fitting Saturated
dards—Part 1 Hydraulic Conductivity Using Probability Density
ANSI/ASCE/T&DI 21.2-08 Automated People Mover Stan- Functions
dards—Part 2 ASCE/EWRI 51-08 Standard Guideline for Calculating the
ANSI/ASCE/T&DI 21.3-08 Automated People Mover Stan- Effective Saturated Hydraulic Conductivity
dards—Part 3 ASCE/SEI 52-10 Design of Fiberglass-Reinforced Plastic (FRP)
Stacks
iii
ASCE/G-I 53-10 Compaction Grouting Consensus Guide ANSI/ASCE/EWRI 57-10 Guidelines for the Physical Security
ASCE/EWRI 54-10 Standard Guideline for the Geostatistical of Wastewater/Stormwater Utilities
Estimation and Block-Averaging of Homogeneous and Isotro- ASCE/T&DI/ICPI 58-10 Structural Design of Interlocking
pic Saturated Hydraulic Conductivity Concrete Pavement for Municipal Streets and Roadways
ASCE/SEI 55-10 Tensile Membrane Structures
ANSI/ASCE/EWRI 56-10 Guidelines for the Physical Security
of Water Utilities
iv
FOREWORD
This Standard includes commentary and appendices that are revision to this Standard and is intended to replace ASCE 48-05
furnished as supplemental information. The commentary and in its entirety.
appendices are not mandatory. This Standard has been prepared in accordance with recog-
Before the initial publication of this Standard in 2005, most nized engineering principles and should not be used without the
electric transmission design professionals used ASCE’s Engi- user’s competent knowledge for a given application. The publi-
neering Manual and Report on Engineering Practice No. 72, cation of this Standard by ASCE is not intended as a warrant that
titled Design of Steel Transmission Pole Structures, as their the information contained herein is suitable for any general or
primary reference for providing a uniform basis for designing, specifi c use, and the Society takes no position with regard to the
fabricating, testing, assembling, and erecting steel transmission validity of patent rights. Users are advised that the determination
pole structures. The second edition of Manual 72 served as the of patent rights or risk of infringement is entirely their own
primary resource document for the development of the original responsibility.
version of this Standard, ASCE 48-05. This book is the fi rst
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Design of Steel Transmission Pole Structures v
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COMMITTEE ROSTER
This Standard was prepared through the consensus standards process by balloting in compliance with procedures of the ASCE Code
and Standards Committee. Those individuals who serve on the Design of Steel Transmission Pole Structures Standards Committee
are
Richard F. Aichinger, P.E. Brian Lacoursiere, P.Eng.
J. Kelly Bledsoe, P.E. Paul M. Legrand II, P.E.
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Lewis H. Grant, P.E. Robert L. Patterson, P.E.
Nicholas Grossenbach, P.E. Ronald E. Randle, P.E., Chair
Bobby G. Hagler, P.E. Pedram Sadr, P.E.
James A Hamraie, P.E. Majed J. Saleh
Henry W. Ho, P.E. Randall L. Samson, P.E.
Magdi F. Ishac, Ph.D., P.Eng. Karnik M. Seferian, P.E.
Leon Kempner, Jr., Ph.D., P.E. Kenneth L. Sharpless, P.E.
Massoud Khavari, P.E. Marlon W. Vogt, P.E., Secretary
Fred H. Kulhawy, Ph.D., P.E., G.E. Jim Walker, P.E.

Design of Steel Transmission Pole Structures vii
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INTRODUCTION
The Design of Steel Transmission Pole Structures Standard The information presented has been prepared in accordance
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industry standards. In addition, the Standard includes a detailed provided that the engineer can demonstrate their suitability to all
commentary and appendices with explanatory and supplemen- agencies and authorities.
tary information designed to provide the user with clarifi cation
and reference information.
Design of Steel Transmission Pole Structures ix