Return to index: [Subject] [Thread] [Date] [Author]

Re: Partition load for gravity design

[Subject Prev][Subject Next][Thread Prev][Thread Next]
It appears to be considered dead load under UBC section 1606.2, but live load under ASCE section 4.4.2.

My dilemma is should I consider partition load when checking live load deflection (L/360) for office floor members. What is the standard practice.

Elly D. Rejuso, P.E.