abusementpark
Structural
- Dec 23, 2007
- 1,086
I have a couple questions about transmission line structures:
ASCE publishes a load manual for transmission line structures, ASCE 74, which from what I gather, is not a legal minimum code document. In ASCE 74, it alludes to the National Electric Safety Code (NESC) as being more of a code book. Does anyone know what is considered to be the legal minimum for loads on transmission line structures (particularly wind loads)? Do different jurisdictions have different requirements? Or is it left up to the utility company since transmission line structures don't impose life safety concerns on civilians in the event of their failure?
For the wind loads on the trussed towers that are typical of transmission line structures, ASCE 74 references use of the provisions on Fig 6-23 in ASCE 7-05. However, Mr. Leon Kempner Jr. recently published a paper comparing the wind loads on transmission line towers from both NESC and ASCE 74, and he showed that the NESC provisions yield much greater forces on the towers . I don't understand this. If NESC is the legal minimum (which I suspect it is, but I'm not sure), than wouldn't the provisions of ASCE 74 be moot since NESC will always yield more stringent results?
Any insight would be greatly appreciated. Thanks.
ASCE publishes a load manual for transmission line structures, ASCE 74, which from what I gather, is not a legal minimum code document. In ASCE 74, it alludes to the National Electric Safety Code (NESC) as being more of a code book. Does anyone know what is considered to be the legal minimum for loads on transmission line structures (particularly wind loads)? Do different jurisdictions have different requirements? Or is it left up to the utility company since transmission line structures don't impose life safety concerns on civilians in the event of their failure?
For the wind loads on the trussed towers that are typical of transmission line structures, ASCE 74 references use of the provisions on Fig 6-23 in ASCE 7-05. However, Mr. Leon Kempner Jr. recently published a paper comparing the wind loads on transmission line towers from both NESC and ASCE 74, and he showed that the NESC provisions yield much greater forces on the towers . I don't understand this. If NESC is the legal minimum (which I suspect it is, but I'm not sure), than wouldn't the provisions of ASCE 74 be moot since NESC will always yield more stringent results?
Any insight would be greatly appreciated. Thanks.