Aug 4, 2003 #1 mshani Structural Apr 29, 2003 18 Algorithm for 1997 UBC Seismic loads is based on Chapter 16, Section 1630.2 in ETABS. I was wondering if one has to check for loads based on Seciton 1630.1?
Algorithm for 1997 UBC Seismic loads is based on Chapter 16, Section 1630.2 in ETABS. I was wondering if one has to check for loads based on Seciton 1630.1?
