Hello All!
I have an existing structure consisting of (2) Frames constructed from 10" pipes (see attached, not my design! :)). Currently the 1 3/8" cable is draped over the round pipe horizontal members. An analysis of this as a frictionless pulley has shown the columns are overstressed due to...
Hello All!
I have an existing structure consisting of (2) Frames constructed from 10" pipes (see attached, not my design! :)). Currently the 1 3/8" cable is draped over the round pipe horizontal members. An analysis of this as a frictionless pulley has shown the columns are overstressed due...
Team,
I am a bit confused as to why Section 7.7.2 in ASCE7-10 requires "windward" drift load. I am picturing the snow blowing off of this location into the area between the buildings. Unless there is some kind of wind stoppage force due to higher structure I am not understanding. Would...