DocumentCode :
1605557
Title :
Structural loading calculations of wood transmission structures
Author :
Malmedal, Keith ; Sen, P.K.
Author_Institution :
NEI Electr. Power Eng., Arvada, CO, USA
fYear :
2003
Abstract :
The most critical task in the design of any structure is to determine the loads that the structure must withstand. In the case of transmission line pole structures, currently there are two available methods commonly utilized to calculate the environmental loads: wind and ice. The first method is suggested by the National Electrical Safety Code (NESC). This is an ultimate stress method where all factors of safety are included in the loads. The second option, recommended by the American Society of Civil Engineers (ASCE), calculates the forces that must be resisted by the structure and may be used in an ultimate strength method, where wood is the pole construction material. This later technique may also be used in a load and resistance factor design (LRFD) with other common materials. This paper compares the advantages and limitations of the two methods. Numerical examples will be provided showing how the design may differ depending upon which method is employed.
Keywords :
mechanical strength; poles and towers; power overhead lines; safety; standards; structural engineering; transmission line theory; transmission network calculations; National Electrical Safety Code; ice; load and resistance factor design; structural loading calculations; transmission line pole structures; ultimate strength method; wind; wood transmission structures; Conductors; Equations; Ice thickness; Shape; Wind speed; Wire;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Rural Electric Power Conference, 2003
Print_ISBN :
0-7803-7905-5
Type :
conf
DOI :
10.1109/REPCON.2003.1209568
Filename :
1209568
Link To Document :
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