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Distinguished Contributor
MarkESmith
Posts: 252
Registered: ‎12-14-2008
Message 1 of 2 (488 Views)

Frame Analysis Node Release Example

488 Views, 1 Replies
10-08-2012 03:33 AM

Could someone please explain the circumstances where 'Release' is applied to a beam (node?) when using the Frame Analysis tool.

 

Thanks

 

MES

Employee
henderh
Posts: 649
Registered: ‎06-07-2007
Message 2 of 2 (479 Views)

Re: Frame Analysis Node Release Example

10-08-2012 12:39 PM in reply to: MarkESmith

Hi Mark,

 

  If the frame is to be analyzed as a truss (i.e. members are pinned together instead of being regarded as fixed to each other) you can add releases to the rotational DOFs specifying 'uplift - none'.

 

  The members with the uplift none rotational releases will be analyzed as two-force members, where they cannot hold a moment load (unless you apply gravity, then there will be bending moment loads within the beam).

 

 I hope this helps...

 

Thanks, -Hugh



Hugh Henderson
Simulation QA Engineer
DLS

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