Truss Analysis
Truss Analysis
(OP)
Hi,
I am currently working on analysis of Truss structure. I am using the beams for modelling. As most of the beams are connected to one another in pinned joints, how do I make my joints in pinned configuration? I understand that the constraint function in the Femap is tying the node to globally and not locally. Is there ways to make the node joints locally pinned? Thanks
I am currently working on analysis of Truss structure. I am using the beams for modelling. As most of the beams are connected to one another in pinned joints, how do I make my joints in pinned configuration? I understand that the constraint function in the Femap is tying the node to globally and not locally. Is there ways to make the node joints locally pinned? Thanks





RE: Truss Analysis
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RE: Truss Analysis
RE: Truss Analysis
Check out Eng-Tips Forum's Policies here:
FAQ731-376: Eng-Tips.com Forum Policies
RE: Truss Analysis
if you Have to use beams, use freedom releases at the ends.
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