allowable high rise building drift
allowable high rise building drift
(OP)
hello
i want to ask about the allowable high rise building drift
if (steel or concrete building)
all of us know the allowable story drift shown in table 12.12-1 (ASCE7-05),but i ask about the drift for the whole building
for example building with height 150 meter
what is the allowable building drift?
we use ACI and UBC
I WISH TO find aswer with refrence in code
many thanks
i want to ask about the allowable high rise building drift
if (steel or concrete building)
all of us know the allowable story drift shown in table 12.12-1 (ASCE7-05),but i ask about the drift for the whole building
for example building with height 150 meter
what is the allowable building drift?
we use ACI and UBC
I WISH TO find aswer with refrence in code
many thanks






RE: allowable high rise building drift
usually story drift is more critical, if the building pass in it , will pass also in building drift
the case is the same for wind loads.
RE: allowable high rise building drift
RE: allowable high rise building drift
RE: allowable high rise building drift
Not surprising at all.
RE: allowable high rise building drift
18" over a height of 1250' is H/833. Very stiff. Or, looked at another way that is a average story-to-story drift of only 1/8" per floor. Much, much better than a lot of modern buildings.