I am working on a structural design for a facility in Kabul. I am using the military's UFC Design Code (along with IBC and ASCE). Unfortunately, these references do
not provide a design value for ground snow loads for this area. Any advice.
I am working on a structural design for a facility in Kabul. I am using the military's UFC Design Code (along with IBC and ASCE). Unfortunately, these references do
not provide a design value for ground snow loads for this area. Any advice.