rogerroll
Electrical
- Dec 5, 2002
- 4
Hi!
The local utility's engineering standard for power transformers states that the vertical component of a seismic acceleration be combined with one horizontal component (pretty obvious) Is this vertical component either upwards OR downwards? Is the resultant always further combined with the dead weight?
Thanks!
The local utility's engineering standard for power transformers states that the vertical component of a seismic acceleration be combined with one horizontal component (pretty obvious) Is this vertical component either upwards OR downwards? Is the resultant always further combined with the dead weight?
Thanks!