structural-eng
Structural
- Jan 26, 2017
- 39
I'm looking for more information regarding the amount of force created by a short circuit condition that the structural steel of a bus support should be able to resist. I am a structural engineer and my task is to design the structure and the foundations for a substation. I have a copy of IEEE 693 but there's just enough electrical verbage in it to make it unclear to me that I can determine the loads without additional information from the electrical engineer. I have asked the electrical engineer that we work for about short circuit loading on a couple of occasions, as it seems to me that the force is very dependent on the layout of the bus and other electrical conditions, and I never get a straight answer but instead they tell me that it can't govern for the particular project.
We generally are very conservative with the structure and foundation design for their substations because they like to be able to re-use them so I think we would be covered for whatever the short circuit force is but I would like a better understanding. Exactly what information would I need from the electrical in order to determine the force? I generally just get an electrical layout and the bus size which I use to determine wind (and seismic if it applies)loads.
I've read some other posts that seem to indicate that the loads to the structure may be equal and opposite but there may be additional shear loads to the foundation that need to be considered.
Any guidance would be appreciated.
We generally are very conservative with the structure and foundation design for their substations because they like to be able to re-use them so I think we would be covered for whatever the short circuit force is but I would like a better understanding. Exactly what information would I need from the electrical in order to determine the force? I generally just get an electrical layout and the bus size which I use to determine wind (and seismic if it applies)loads.
I've read some other posts that seem to indicate that the loads to the structure may be equal and opposite but there may be additional shear loads to the foundation that need to be considered.
Any guidance would be appreciated.