RUS Technical Publications
RUS has issued a number of technical publications recently. These publications include:
RULES:
For more information, please contact Georg Shultz of ESD at 202-720-1920 or gshultz@rus.usda.gov.
For more information, please contact Fred Gatchell at 202-720-1398 or fgatchel@rus.usda.gov.
This bulletin provides the specifications and drawings that are to be used by borrowers in the construction of underground distribution facilities. It is one of the RUS standards that help borrowers build safe, reliable, and economical electric facilities in rural America.
We have made a number of changes to this bulletin, including the addition of two new drawings (UC2-1 and UC2-2) which provide alternative construction arrangements for the interface between overhead and underground facilities. We have also deleted 23 drawings and the URD Inspection Form, which are obsolete and no longer needed.
We have also incorporated a number of design changes in the drawings, including some that were recommended by the Underground Subcommittee of the NRECA T & D Committee and some suggestions that we received through the public comment process. We have also revised some of the clearances to conform to the latest code requirements.
We have updated the references to the referenced codes, specifications and standards to reflect the latest editions of these documents. Changes to a number of drawings showing caution, warning, and danger signs were needed to reflect the latest codes and standards concerning signs. Finally, we have revised or redrawn a number of drawings for greater clarity and ease of use.
For more information, please contact Trung Hiu of ESD at 202-720-1877 or thiu@rus.usda.gov.
The Earthquake Hazards Reduction Act of 1977 and its associated Executive Order require that federally assisted new building construction meet certain seismic safety standards. These requirements are intended to reduce risk of loss of life and property damage caused by earthquakes. The Interagency Committee on Seismic Safety in Construction and the National Earthquake Hazards Reduction Program (NEHRP) have been created to coordinate these efforts. 7 CFR Part 1792, Subpart C, which was originally issued in 1993, implements these requirements for RUS.
This revision changes the list of acceptable model codes and standards that new buildings need to conform to in order to meet seismic provisions. In order for a model building code to be acceptable, the code must contain requirements equivalent to the 1994 NEHRP Recommended Provisions. The 1997 ICBO Uniform Building Code (UBC) and ASCE 7-95, Minimum Design Loads for Buildings and Other Structures, have been found to be acceptable for seismic safety purposes.
This revision also eliminates the post-construction seismic certification and simplifies the requirements concerning the acknowledgement that the seismic safety provisions of the applicable model code are incorporated in the design of the building.
For more information, please contact Don Heald at 202-720-9102 or dheald@rus.usda.gov.
GUIDANCE DOCUMENTS:
The following significant changes were made during the update of this bulletin:
For more information, please contact Jim Bohlk of ESD at 202-720-1967 or jbohlk@rus.usda.gov.
For more information, please contact Chris Tuttle of ESD at 202-205-3655 or ctuttle@rus.usda.gov.
For more information, please contact Jim Bohlk of ESD at 202-720-1967 or jbohlk@rus.usda.gov.
This purchase specification covers the technical aspects of design, materials, manufacturing, inspection, testing, and delivery of direct embedded standard class steel poles. This guide specification is primarily for use with unguyed tangent structures. For steel poles that are guyed, subjected to unbalanced lateral loads, or have deflection or other special limitations, RUS recommends that RUS Bulletin 1724E-204, "Guide Specification for Steel Pole and H-Frame Structures," be used.
RUS Bulletin 1724E-214 and the specifications it includes were developed to establish a standard classification system and to assist the owner in procuring a standard class steel pole that is properly designed for the intended loading criteria. Since it has become a widespread practice in the industry to design and manufacture poles that are based on the wood pole classification system of the American National Standards Institute (ANSI 05.1), the steel pole classifications developed in this specification generally follow the wood pole classification system. However, to avoid confusion with the wood pole classifications, the steel pole classifications have been assigned a unique naming system.
In some cases, the owner may design a transmission line based on wood pole classifications as described in ANSI 05.1 and then wish to order steel poles which meet the wood pole equivalent loadings. Because of the differences in overload factors applied to wood poles in comparison to steel poles, the owner must be sure that the overload factors are properly accounted for in the design of the steel poles.
"Wood pole equivalency" is a term that may be defined in a number of ways. For purposes of this commentary, the term "wood pole equivalent" is defined as a standard class steel pole, which is equated by the required ultimate loading to an ANSI 05.1 standard class wood pole. The equation is made by a ratio of the overload factors applicable for each pole type and loading criteria.
For more information, please contact Don Heald of ESD at 202-720-9102 or dheald@rus.usda.gov.
This purchase specification covers the technical aspects of design, materials, manufacturing, inspection, testing, and delivery of direct embedded standard class spun prestressed concrete poles. It is recommended that this specification (1724E-216) be limited to poles that are not guyed, not subjected to unbalanced lateral loads, or do not have deflection limitations or other special limitations. For concrete pole applications that are subject to these considerations, it is recommended that the owner use RUS Bulletin 1724E-206, "Guide Specification for Spun, Prestressed Concrete Pole and Concrete Pole Structures."
For more information, please contact Don Heald of ESD at 202-720-9102 or dheald@rus.usda.gov.
For more information, please contact Fred Gatchell of ESD at 202-720-1398 or fgatchel@dus.usda.gov.
For more information, please contact Harvey Bowles of ESD at 202-720-0980 or hbowles@rus.usda.gov.
If you need any of these publications, please contact RUS' Program Development and Regulatory Analysis staff at 202-720-8674. Many RUS publications are also available via the Internet at:
For Rules:
http://www.usda.gov/rus/electric/regs.htmFor Bulletins: http://www.usda.gov/rus/electric/bulletins.htm
PUBLICATIONS IN PROGRESS
Timber Specifications: RUS is in the process of revising the following three bulletins that cover pressure treating of poles and crossarms, and their respective quality control:
Topics currently being considered for revision include:
RUS is soliciting input from electric borrowers and others as to necessary changes to these bulletins. Comments or suggestions should be sent to H. Robert Lash, Chief, Transmission Branch, RUS, Stop 1569, 1400 Independence Ave SW, Washington, DC 20250-1569, E-mail: blash@rus.usda.gov. All comments are welcome.
RUS is also working on the following publications:
For more information, please contact John Pavek of ESD at 202-720-5082 or jpavek@rus.usda.gov.
For more information, please contact Jim Bohlk of ESD at 202-720-1967 or jbohlk@rus.usda.gov.
This bulletin is an update of a portion of Bulletin 160-2, "Mechanical Design Manual for Overhead Distribution Lines."
For more information, please contact Jim Bohlk of ESD at 202-720-1967 or jbohlk@rus.usda.gov.
For more information, please contact Fred Gatchell of ESD at 202-720-1398 or fgatchel@dus.usda.gov.