One of the consultants on my project provided a review comment requiring us to submit a calculation for stress in the hanger support.
We follow NFPA 13 here, and I've never provided something like this.
What exactly are they asking here, and is there guidance on how would I go about calculating the stress in the hanger components?
Thanks in advance.
Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
Subscribe and learn something new each day:
Top Dec. '21 Contributors
Get 100 Days of Free Sample Questions right to you!
PE PREP SERIES