profplan
Structural
- Oct 16, 2008
- 46
IBC 1607.9 paraphrased:
Live loads greater than 100 psf cannot be reduced, except that live loads for members supporting two or more floors may be reduced by as much as 20 percent. Would the 20% reduction apply to column bases and foundations in a two story building, i.e., roof counts as a floor?
Thanks.
Live loads greater than 100 psf cannot be reduced, except that live loads for members supporting two or more floors may be reduced by as much as 20 percent. Would the 20% reduction apply to column bases and foundations in a two story building, i.e., roof counts as a floor?
Thanks.