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

Re: 1.1Load Factor in 1997 UBC

[Subject Prev][Subject Next][Thread Prev][Thread Next]
For background on discrepancy, see Building Standards, May-June 1998, pgs
205-209,"Design of Reinforced Concrete Buildings under the 1997 UBC", S.K.

In summary, use 1.0 in lieu of 1.1.

Hope this helps,

ed gonzalez

>>> "Constantine Shuhaibar" <csh(--nospam--at)> 04/27/99 02:50PM >>>
Has anyone clarified the inconsistancy between 97 UBC and ACI 318 regarding
load factors for D+L+E?