hi all,
trying to model an owsj in OS, does anyone have samples of code or suggestions as to why modal analysis produces results such as 'starting vector equals zero' ?
thx
open web steel joist
Moderators: silvia, selimgunay, Moderators
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Re: open web steel joist
Did you assign masses to your nodes and which eigensolver are you using?
Re: open web steel joist
I assigned masses..I am using command 'eigen' to get the modes