gwn
Mechanical
- Aug 15, 2002
- 4
Question related to calculated seismic forces for cylindrical, flat bottom vertical tank. Tank is anchored at grade.
Per asce 7-02, table 9.14.5.1.1; R = 3.0 for steel tanks.
Can I use R = 3.0 for fiberglass (FRP) tanks?
Per asce 7-02, table 9.14.5.1.1; R = 3.0 for steel tanks.
Can I use R = 3.0 for fiberglass (FRP) tanks?