Andrewstructure
Structural
- Dec 22, 2009
- 43
I know that there was once a section in IBC that said: "If the live load exceeds 100 psf, include XX% of the live load in the seismic weight".
I could not find it, anyone familiar with its location?
(Note this is not the 25% of storage loading)
I could not find it, anyone familiar with its location?
(Note this is not the 25% of storage loading)