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Live Load Reduction for multi-story columns with different floor live loads
A solution to an example in the book TehMightyEngineer mentioned addresses this specific topic. Although, he uses IBC and IBC states that a LL >100psf cannot be reduced.The exception in ASCE 4.7.3 says you can. What would you use on the SE exam?- jh50000
- Post #28
- Forum: ASCE (civil) Code Issues
