winterovereverything
Member
- Location
- California
- Occupation
- Electrician
Howdy Folks,
First time poster here with a feeder calculation question. I'm nearly certain on the right path but, I just want to double check my work here. The short of it is this: I have feeders that, following the principles of 215.2(a) or (b) have boiled down to 19.2 amps (for 215.2(a)) for the 125% continuous load calculation and 23.8 amps for (215.2(b)) after adjustment and correction factors. Here's my train of thought: Feeder conductors would be of THHN and so 12 AWG, would be the appropriate wire size.
I derated off the 90 degree column, and the ampacity of the wire under the 60 degree and 90 degree is sufficient for the original load to be supported without adjustment factors (16.56) amps. Am I wrong? Should I size up to 10 AWG to support the adjusted load of 23.8 amps? I understand the application of 110.14(c) as well as when it is permitted to apply adjustment and correction factors as seen in 310.15(a), and that the conductor's ampacity is ultimately in regards to the terminations (which in this case would be 60 degrees) but I want to make sure that I'm following the right path where that ampacity under the 60 degree column is only to support the actual load and not the adjusted or corrected load.
Thanks.
First time poster here with a feeder calculation question. I'm nearly certain on the right path but, I just want to double check my work here. The short of it is this: I have feeders that, following the principles of 215.2(a) or (b) have boiled down to 19.2 amps (for 215.2(a)) for the 125% continuous load calculation and 23.8 amps for (215.2(b)) after adjustment and correction factors. Here's my train of thought: Feeder conductors would be of THHN and so 12 AWG, would be the appropriate wire size.
I derated off the 90 degree column, and the ampacity of the wire under the 60 degree and 90 degree is sufficient for the original load to be supported without adjustment factors (16.56) amps. Am I wrong? Should I size up to 10 AWG to support the adjusted load of 23.8 amps? I understand the application of 110.14(c) as well as when it is permitted to apply adjustment and correction factors as seen in 310.15(a), and that the conductor's ampacity is ultimately in regards to the terminations (which in this case would be 60 degrees) but I want to make sure that I'm following the right path where that ampacity under the 60 degree column is only to support the actual load and not the adjusted or corrected load.
Thanks.
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