Seismic design of free-standing concrete waste block walls
Seismic design of free-standing concrete waste block walls
(OP)
I'm doing the design for a free-standing concrete waste block wall that is being used as a sound and privacy barrier. The wall will be supported by a footing.
The local code is the 2009 IBC. Do I design the wall as a non-structural component?
The local code is the 2009 IBC. Do I design the wall as a non-structural component?






RE: Seismic design of free-standing concrete waste block walls
RE: Seismic design of free-standing concrete waste block walls
RE: Seismic design of free-standing concrete waste block walls
http://www.gostructural.com/magazine-article-gostr...
EIT
www.HowToEngineer.com
RE: Seismic design of free-standing concrete waste block walls