UBC 88 & 94 Seismic Question
UBC 88 & 94 Seismic Question
(OP)
I am reviewing some calcs for a one story building that was designed to either the '88 or '94 UBC. IBC says that for a building with more than one structural system, the value of the Response Modification Coefficient (R) can't be greater than the least value for any system in the same direction. Was this requirement in UBC also? Thanks for any help you can provide.






RE: UBC 88 & 94 Seismic Question
RE: UBC 88 & 94 Seismic Question
RE: UBC 88 & 94 Seismic Question