ucla1
Structural
- Mar 31, 2009
- 2
The Unistrut catalog specifies, "When supporting pressure piping, spacing of seismic bracing should not exceed two times the vertical support spacing. Stress in the pipes that are comparable to those required by ASME B31.1 will be maintained." I am providing seismic bracing above the roof for refrigerant piping in California. Do I need to provide seismic bracing at two times the vertical spacing?