RAM | STAAD Forum - User defined Cb value for cantilevered beam
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User defined Cb value for cantilevered beam
by
Nicolette Buboltz
Explorer
Created in RAM | STAAD Forum

I would like to specify the Cb value for a double cantilever beam in RAM.  The beam fails because RAM is using an unbraced length of the cantilevers + the main span.  If I am not able to specify the Cb value, would the correct procedure be to specify a weak axis unbraced length = cantilever length?
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