Normal and destabilizizng load
Normal and destabilizizng load
(OP)
What is the difference between normal and destabilizizng load in BS 5950-1 as per below table.
Can I assume DL, LL and Wind load as Normal loads?
Can I assume DL, LL and Wind load as Normal loads?






RE: Normal and destabilizizng load
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.