"Walking" column system
"Walking" column system
(OP)
Hello and welcome!
Has anybody ever used "walking" column system? Do you guys have any literature/references how to deal with it? (i mean - design procedures or sth like that).
Has anybody ever used "walking" column system? Do you guys have any literature/references how to deal with it? (i mean - design procedures or sth like that).






RE: "Walking" column system
I'd want to draw a couple of scenarios to make sure I know what happens when there's unbalanced loading, though. I'm guessing it would depend on what your lateral force system looks like. You should just be able to dump the extra diaphram force into the building core or wherever most of your lateral force goes.
RE: "Walking" column system
RE: "Walking" column system
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