cab7320
Structural
- Aug 26, 2014
- 13
I have a building with 1972 plans that call out robertson decking, QL-wkx /20-20 and /16-16 (in raceway span only). Its an old bank building. I am trying to find shear capacity info for the bare deck at the raceway with runs the full length of the diaphragm. We are modifying the square floor plate to be a donut with interior courtyard and need to check the shear in the diaphragm at the raceway. i have seen some other robertson deck info on this forum, but couldn't find the ql-wkx type specifically. The 1980 ICBO report posted by others is pretty good i just don't know if the ql-wkx an exact match for any of the ones in the report. Any help is appreciated.