constraints between links and frame elements

02-Getting started with the modelling
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mohamad_nazari
Posts: 9
Joined: 08 May 2015, 20:58

constraints between links and frame elements

Post by mohamad_nazari »

Hi my dear friend
I used rigid links between some nodes.master node is represent of a frame element(a girder of a bridge)and slave nodes represent of link elements(elastomerpad/bearing).my question is :is it mandatory to restraint orientation nodes of link elements as slave nodes to master node or making a rigid connection between master node and end nodes of link element as a slave node is enough?
thanks
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z.gronti
Posts: 861
Joined: 16 Oct 2013, 08:14

Re: constraints between links and frame elements

Post by z.gronti »

Dear mohamad_nazari,

The orientation nodes are used only for the definition of the orientation of the link element's local axes, hence there is no need for restraining the orientation nodes. I would like to add that you may use the 'default' orientation nodes for the definition of the link element, if there is no special inclination assigned to the link element.
Zoi Gronti
Seismosoft Srl.
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