Dear ALL,
Iam dashander persuing my ME Structures.
my project work is analysis and design of tall building. which is 2b+g+34 storey 106m i did p delta analysis.
and for the same i could get wind tummel test results in xl format.where in mean, peak and minimum forces and moments are given for every 10 degrees,
and the results are given in isolation and interference seperately.
how do we in put these in to etabs. do we need to have 36 load cases,
if so
where do we assinf these values there not given at floor levels.
the table contains
beta degree, FX,FY,FZ,MX,MY,MZ EVER THING IN (KTON)

any one please help me on this

From
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dascapital78
dascapital78@gmail.com
Monday, June 27, 2011 - 09:53