JAV72
Structural
- Jan 27, 2012
- 11
We have a project in a rural jurisdiction that has BOCA 1999 as its adopted code. BOCA 1999, of course, references much older versions of ASCE7 and AISC etc. The debate is this: Do we use BOCA99 and its assorted references for design or do we lobby to use newer codes. The project is in a high seismic area, seismic detailing, and anchorage design has changed much over the last 15 years...along with the 1/3 stress increase. Would you say that it is less conservative to use the older code?
Thanks
Thanks